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Nume Grup I 300 600 35 565 Grup II 300 600 35 565 Grup III 300 600 35 565 Nume Grup I 300 600 35 565 Grup II 300 600 35 565 Grup III 300 600 35 565 Nume Grup I 300 600 35 565 Grup II 300 600 35 565 Grup III 300 600 35 565 Nume Grup I 300 600 35 565 Grup II 300 600 35 565 Grup III 300 600 35 565 Nume Grup I 300 600 35 565 Grup II 300 600 35 565 Grup III 300 600 35 565 Nume Grup I 300 600 35 565 Grup II 300 600 35 565 Grup III 300 600 35 565 Nume Grup I 300 600 35 565 bw [mm] hw [mm] as1=as2[mm] d [mm] bw [mm] hw [mm] as1=as2[mm] d [mm] bw [mm] hw [mm] as1=as2[mm] d [mm] bw [mm] hw [mm] as1=as2[mm] d [mm] bw [mm] hw [mm] as1=as2[mm] d [mm] bw [mm] hw [mm] as1=as2[mm] d [mm] bw [mm] hw [mm] as1=as2[mm] d [mm]

Armare Grinzi+Stalpi

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Page 1: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea in reazem A la moment pozitiv

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea in reazem B la moment pozitiv

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

.

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea in reazem D la moment pozitiv

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

Page 2: Armare Grinzi+Stalpi

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea in reazem E la moment pozitiv

Nume

Grup I 300 600 35 565 530Grup II 300 600 35 565 530Grup III 300 600 35 565 530

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B

Nume d [mm]

Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C

Nume d [mm]

Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D

Nume d [mm]

Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as [mm] fcd [N/mm2]

bw [mm] hw [mm] as [mm] fcd [N/mm2]

bw [mm] hw [mm] as [mm] fcd [N/mm2]

Page 3: Armare Grinzi+Stalpi

Nume d [mm]

Grup I 300 600 35 565 13.333Grup II 300 600 35 565 13.333Grup III 300 600 35 565 13.333

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Nume

Grup I 300 600 13.333 300 68.480

Grup II 300 600 13.333 300 73.060Grup III 300 600 13.333 300 72.430

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Nume

Grup I 300 600 13.333 300 75.880

Grup II 300 600 13.333 300 73.890

Grup III 300 600 13.333 300 83.550

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Nume

Grup I 300 600 13.333 300 71.640

Grup II 300 600 13.333 300 71.200

Grup III 300 600 13.333 300 82.190

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Nume

Grup I 300 600 13.333 300 80.410

bw [mm] hw [mm] as [mm] fcd [N/mm2]

bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS

Ed,st [kN]

bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS

Ed,st [kN]

bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS

Ed,st [kN]

bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS

Ed,st [kN]

Page 4: Armare Grinzi+Stalpi

Grup II 300 600 13.333 300 74.830

Grup III 300 600 13.333 300 88.190

Tabele centralizatoare armare longitudinală pentru cadru longintudinal

Momente de proiectare [kNm]

Nume Semnstânga dreapta stânga

Grup I- -313.43 180.44 -277.08+ 68.84

Grup II- -247.93 100.07 -226.64

+ 64.16

Grup III- -131.8 10 -145.42

+ 58.41

Nume Semnstânga dreapta stânga

Grup I- 1971.258 1134.843 1742.642+ 525.235

Grup II- 1559.308 785.398 1425.409

+ 392.699

Grup III- 828.931 431.969 914.591

+ 344.602

Nume Semnstânga dreapta stânga

Grup I- 2100.940 1182.810 1768.717+ 603.186

Grup II- 1570.796 823.097 1451.416

+ 603.186

Grup III- 863.938 603.186 970.752

+ 603.186

Nume Semnstânga dreapta stânga

Grup I- #REF! 2φ25+1φ16 2φ20+3φ22

MAEd

MA-BEd

MBEd

Arii de armătură necesare [mm2]

AAs,nec

AA-Bs,nec

ABs,nec

Arii de armătură efectivee [mm2]

Aas,s,ef

AA-Bs,ef

ABs,ef

Alegerea armăturii [mm2]

Aas,s,ef

AA-Bs,ef

ABs,ef

Page 5: Armare Grinzi+Stalpi

Grup I+ 3φ16

Grup II- #REF! 2φ18+1φ20 2φ18+3φ20

+ 3φ16

Grup III- 2φ16+3φ14 3φ16 3φ14+2φ18

+ 3φ16

Momente capabile [kNm]

Nume Semnstânga dreapta stânga

Grup I- 334.049 188.067 281.226+ 102.240

Grup II- 249.757 130.872 230.775

+ 102.240

Grup III- 137.366 95.907 27.567

+ 102.240

Tabele centralizatoare armare trasnversală pentru cadrul longintudinal

Forța tăietoare [kN]

Numestânga dreapta

Grup I

-68.480

131.731

150.415

-200.211

-68.451

ξ 0.342

Reazem 200.211

Câmp 163.226

Grup II

-73.060

101.515

110.769

-174.575

-47.465

ξ 0.272

Reazem 174.575

Câmp 138.895

MARb

MA-BRb

MBRb

VA

VA-B

VGSEd

Vst-drEd,c

Vdr-stEd,c

VmaxEd

VminEd

VfinalEd

VfinalEd

VGSEd

Vst-drEd,c

Vdr-stEd,c

VmaxEd

VminEd

VfinalEd

VfinalEd

Page 6: Armare Grinzi+Stalpi

Grup III

-72.430

70.247

65.480

-142.677

-10.317

ξ 0.072

Reazem 142.677

Câmp 105.524

Alegerea armăturilor in reazeme

NumeReazem A Reazem B

stânga dreapta stânga

Grup I

200.211 213.695

45 45

561.384 561.384

150 150

314.159 314.159

4φ10/150 4φ10/150

0.152 0.152

0.698 0.698

Grup II

174.575 164.819

45 45

561.384 561.384

150 150

314.159 235.619

4φ10/150 3φ10/150

0.152 0.152

0.698 0.524

Grup III

142.677 125.410

45 45

5613.84 5613.84

150 150

201.062 201.062

4φ8/150 4φ8/150

0.152 0.152

0.447 0.447

Alegerea armăturilor

NumeCâmp A - B Câmp B - C

stânga dreapta stânga

VGSEd

Vst-drEd,c

Vdr-stEd,c

VmaxEd

VminEd

VfinalEd

VfinalEd

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

Page 7: Armare Grinzi+Stalpi

Grup I

163.226 176.710 152.385

22 22 22

320.791 320.791 320.791

200 200 200

157.080 157.080 157.080

2φ10/200 2φ10/200 2φ10/200

0.262 0.262 0.262

0.152 0.152 0.152

Grup II

138.895 129.139 127.764

22 22 22

320.791 320.791 320.791

200 200 200

157.080 157.080 100.531

2φ10/200 2φ10/200 2φ8/200

0.262 0.262 0.168

0.152 0.152 0.152

Grup III

105.524 92.158 118.572

22 22 22

320.791 320.791 320.791

200 200 200

100.531 100.531 100.531

2φ8/200 2φ8/200 2φ8/200

0.168 0.168 0.168

0.152 0.152 0.152

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

Page 8: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea in reazem A la moment pozitiv

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea in reazem B la moment pozitiv

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

.

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea in reazem D la moment pozitiv

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

Page 9: Armare Grinzi+Stalpi

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea in reazem E la moment pozitiv

13.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.18613.333 300 0.319 540.435 603.186

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B

300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C

300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D

300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef

fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef

fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef

Page 10: Armare Grinzi+Stalpi

300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16300 0.319 540.435 603.186 3φ16

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

63.280 1.2 188.067 334.049 201.803

54.050 1.2 130.872 249.757 144.85959.930 1.2 95.907 137.366 95.907

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

78.500 1.2 201.803 281.226 149.854

79.280 1.2 144.859 230.775 121.382

92.220 1.2 95.907 154.350 95.907

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

72.580 1.2 149.854 284.098 149.854

72.770 1.2 121.382 241.764 121.382

82.810 1.2 95.907 169.834 95.907

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

86.090 1.2 149.854 281.226 160.344

fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef

Vdred,g = VGS

Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)

Rb,st [kNm] M(+)Rb,dr [kNm]

Vdred,g = VGS

Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)

Rb,st [kNm] M(+)Rb,dr [kNm]

Vdred,g = VGS

Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)

Rb,st [kNm] M(+)Rb,dr [kNm]

Vdred,g = VGS

Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)

Rb,st [kNm] M(+)Rb,dr [kNm]

Page 11: Armare Grinzi+Stalpi

88.910 1.2 121.382 230.775 140.363

97.990 1.2 95.907 144.859 95.907

Tabele centralizatoare armare longitudinală pentru cadru longintudinal

Momente de proiectare [kNm]

dreapta stânga dreapta

199.95 -281.56 135.91

64.46 64.84

137.49 -237.37 85.84

66.62 60.02

18.01 -163.92 10

77.88 64.6

dreapta stânga dreapta

1257.547 1770.818 893.390

380.295 382.537

864.717 1492.893 760.265

393.038 354.100

485.376 1030.943 534.071

459.469 381.121

dreapta stânga dreapta

1269.203 1786.781 942.478

603.186 603.186

911.062 1520.531 763.407

603.186 603.186

603.186 1068.142 603.186

603.186 603.186

dreapta stânga dreapta

2φ22+2φ18 3φ25+1φ20 3φ20

MBEd

MB-CEd

MCEd

MC-DEd

Arii de armătură necesare [mm2]

ABs,nec

AB-Cs,nec

ACs,nec

AC-Ds,nec

Arii de armătură efectivee [mm2]

ABs,ef

AB-Cs,ef

ACs,ef

AC-Ds,ef

Alegerea armăturii [mm2]

ABs,ef

AB-Cs,ef

ACs,ef

AC-Ds,ef

Page 12: Armare Grinzi+Stalpi

3φ16 3φ16

2φ16+2φ18 4φ22 3φ18

3φ16 3φ16

3φ16 2φ14+2φ22 3φ16

3φ16 3φ16

Momente capabile [kNm]

dreapta stânga dreapta

201.803 284.098 149.854

102.240 102.240

144.859 241.764 121.382

102.240 102.240

95.907 169.834 95.907

102.240 102.240

Tabele centralizatoare armare trasnversală pentru cadrul longintudinal

Forța tăietoare [kN]

stânga dreapta stânga dreapta

63.280 -75.880 78.500 -71.640

131.731 112.131 103.459

150.415 99.480 104.149

213.695 -188.011 177.980 -175.099

81.935 -33.631 23.600 -30.879

0.383 0.179 0.133 0.176

213.695 188.011 177.980 175.099

176.710 152.385 142.354 140.486

54.050 -73.890 79.280 -71.200

101.515 89.221 84.518

110.769 81.267 87.155

164.819 -163.111 160.547 -155.718

37.709 -9.941 7.377 -11.748

0.229 0.061 0.046 0.075

164.819 163.111 160.547 155.718

129.139 127.764 125.200 121.165

MBRb

MB-CRb

MCRb

MC-DRb

VB

VB-CVC

Page 13: Armare Grinzi+Stalpi

59.930 -83.550 92.220 -82.190

70.247 61.325 57.784

65.480 57.751 63.778

125.410 -144.875 149.971 -139.974

-6.950 30.895 -25.799 25.026

-0.055 -0.213 -0.172 -0.179

125.410 144.875 149.971 139.974

92.158 118.572 121.316 112.386

Alegerea armăturilor in reazeme

Reazem B Reazem C Reazem D

dreapta stânga dreapta stânga dreapta

188.011 177.980 175.099 176.729 180.405

45 45 45 45 45

561.384 561.384 561.384 561.384 561.384

150 150 150 150 150

314.159 314.159 314.159 314.159 314.159

4φ10/150 4φ10/150 4φ10/150 4φ10/150 4φ10/150

0.152 0.152 0.152 0.152 0.152

0.698 0.698 0.698 0.698 0.698

163.111 160.547 155.718 159.925 159.687

45 45 45 45 45

561.384 561.384 561.384 561.384 561.384

150 150 150 150 150

235.619 235.619 235.619 235.619 235.619

3φ10/150 3φ10/150 3φ10/150 3φ10/150 3φ10/150

0.152 0.152 0.152 0.152 0.152

0.524 0.524 0.524 0.524 0.524

144.875 149.971 139.974 146.588 147.082

45 45 45 45 45

5613.84 5613.84 5613.84 5613.84 5613.84

150 150 150 150 150

201.062 201.062 201.062 235.619 201.062

4φ8/150 4φ8/150 4φ8/150 3φ10/150 4φ8/150

0.152 0.152 0.152 0.152 0.152

0.447 0.447 0.447 0.524 0.447

Alegerea armăturilor

Câmp B - C Câmp C - D Câmp D - E

dreapta stânga dreapta stânga dreapta

Page 14: Armare Grinzi+Stalpi

142.354 140.486 142.116 143.575 146.935

22 22 22 22 22

320.791 320.791 320.791 320.791 320.791

200 200 200 200 200

157.080 157.080 157.080 157.080 157.080

2φ10/200 2φ10/200 2φ10/200 2φ10/200 2φ10/200

0.262 0.262 0.262 0.262 0.262

0.152 0.152 0.152 0.152 0.152

125.200 121.165 125.372 125.261 134.786

22 22 22 22 22

320.791 320.791 320.791 320.791 320.791

200 200 200 200 200

100.531 100.531 100.531 100.531 100.531

2φ8/200 2φ8/200 2φ8/200 2φ8/200 2φ8/200

0.168 0.168 0.168 0.168 0.168

0.152 0.152 0.152 0.152 0.152

121.316 112.386 115.826 123.196 125.518

22 22 22 22 22

320.791 320.791 320.791 320.791 320.791

200 200 200 200 200

100.531 100.531 100.531 100.531 100.531

2φ8/200 2φ8/200 2φ8/200 2φ8/200 2φ8/200

0.168 0.168 0.168 0.168 0.168

0.152 0.152 0.152 0.152 0.152

Page 15: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ

3φ16 -313.43 1971.258 2100.940 2φ20+3φ25 1.2393φ16 -247.93 1559.308 1570.796 5φ20 0.9273φ16 -131.8 828.931 863.938 2φ16+3φ14 0.510

Armarea in reazem A la moment pozitiv

3φ16 180.44 1134.843 1182.810 2φ25+1φ16 0.6983φ16 100.07 785.398 823.097 2φ18+1φ20 0.4863φ16 10 431.969 603.186 3φ16 0.356

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ

3φ16 -277.08 1742.642 1768.717 2φ20+3φ22 1.0433φ16 -226.64 1425.409 1451.416 2φ18+3φ20 0.8563φ16 -145.42 914.591 970.752 3φ14+2φ18 0.573

Armarea in reazem B la moment pozitiv

3φ16 199.95 1257.547 1269.203 2φ22+2φ18 0.7493φ16 137.49 864.717 911.062 2φ16+2φ18 0.5373φ16 18.01 485.376 603.186 3φ16 0.356

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ

3φ16 -281.56 1770.818 1786.781 3φ25+1φ20 1.0543φ16 -237.37 1492.893 1520.531 4φ22 0.8973φ16 -163.92 1030.943 1068.142 2φ14+2φ22 0.630

.

3φ16 135.91 893.390 942.478 3φ20 0.5563φ16 85.84 760.265 763.407 3φ18 0.4503φ16 10 534.071 603.186 3φ16 0.356

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ

3φ16 -278.88 1753.962 1768.717 3φ22+2φ20 1.0433φ16 -224.31 1410.755 1451.416 3φ20+2φ18 0.8563φ16 -142.72 897.610 911.062 3φ16+2φ14 0.537

Armarea in reazem D la moment pozitiv

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

Page 16: Armare Grinzi+Stalpi

3φ16 143.6 903.145 942.478 3φ20 0.5563φ16 89.31 725.708 763.407 3φ18 0.4503φ16 10 455.531 603.186 3φ16 0.356

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ

3φ16 -297.55 1871.384 1900.664 5φ22 1.1213φ16 -251.94 1584.528 1649.336 3φ22+2φ18 0.9733φ16 -168.37 1058.931 1071.283 3φ18+2φ14 0.632

Armarea in reazem E la moment pozitiv

3φ16 125.12 950.332 1008.451 2φ20+1φ22 0.5953φ16 61.85 824.668 882.788 2φ20+1φ18 0.5213φ16 10 535.642 603.186 3φ16 0.356

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B

68.84 525.235 603.186 3φ16 0.356 OK64.16 392.699 603.186 3φ16 0.356 OK58.41 344.602 603.186 3φ16 0.356 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C

64.46 380.295 603.186 3φ16 0.356 OK66.62 393.038 603.186 3φ16 0.356 OK77.88 459.469 603.186 3φ16 0.356 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D

64.84 382.537 603.186 3φ16 0.356 OK60.02 354.100 603.186 3φ16 0.356 OK64.6 381.121 603.186 3φ16 0.356 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

M(+)Ed [kNm] A(+)

s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin

M(+)Ed [kNm] A(+)

s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin

M(+)Ed [kNm] A(+)

s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin

Page 17: Armare Grinzi+Stalpi

74.7 440.708 603.186 3φ16 0.356 OK75.43 445.015 603.186 3φ16 0.356 OK87.36 515.398 603.186 3φ16 0.356 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

281.226 4.275 4.85 131.731 150.415 -200.211

230.775 4.275 4.85 101.515 110.769 -174.575154.350 4.275 4.85 70.247 65.480 -142.677

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

284.098 5.2 5.8 112.131 99.480 -188.011

241.764 5.2 5.8 89.221 81.267 -163.111

169.834 5.2 5.8 61.325 57.751 -144.875

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

281.226 5 5.6 103.459 104.149 -175.099

230.775 5 5.6 84.518 87.155 -155.718

144.859 5 5.6 57.784 63.778 -139.974

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

302.206 5.425 6 99.995 97.674 -180.405

M(+)Ed [kNm] A(+)

s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin

M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr

Ed,c [kN] Vdr-stEd,c [kN] Vst

Ed,max [kN]

M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr

Ed,c [kN] Vdr-stEd,c [kN] Vst

Ed,max [kN]

M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr

Ed,c [kN] Vdr-stEd,c [kN] Vst

Ed,max [kN]

M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr

Ed,c [kN] Vdr-stEd,c [kN] Vst

Ed,max [kN]

Page 18: Armare Grinzi+Stalpi

262.244 5.425 6 84.857 82.095 -159.687

170.334 5.425 6 58.892 53.257 -147.082

Tabele centralizatoare armare longitudinală pentru cadru longintudinal

Momente de proiectare [kNm]

stânga dreapta stânga dreapta

-278.88 143.6 -297.55 125.12

64.84 74.7

-224.31 89.31 -251.94 61.85

60.02 75.43

-142.72 10 -168.37 10

64.6 87.36

stânga dreapta stânga dreapta

1753.962 903.145 1871.384 950.332

382.537 440.708

1410.755 725.708 1584.528 824.668

354.100 445.015

897.610 455.531 1058.931 535.642

381.121 515.398

stânga dreapta stânga dreapta

1768.717 942.478 1900.664 1008.451

603.186 603.186

1451.416 763.407 1649.336 882.788

603.186 603.186

911.062 603.186 1071.283 603.186

603.186 603.186

stânga dreapta stânga dreapta

3φ22+2φ20 3φ20 5φ22 2φ20+1φ22

MDEd

MD-EEd

MEEd

ADs,nec

AD-Es,nec

AEs,nec

ADs,ef

AD-Es,ef

AEs,ef

ADs,ef

AD-Es,ef

AEs,ef

Page 19: Armare Grinzi+Stalpi

3φ16 3φ16

3φ20+2φ18 3φ18 3φ22+2φ18 2φ20+1φ18

3φ16 3φ16

3φ16+2φ14 3φ16 3φ18+2φ14 3φ16

3φ16 3φ16

Momente capabile [kNm]

stânga dreapta stânga dreapta

281.226 149.854 302.206 160.344

102.240 102.240

230.775 121.382 262.244 140.363

102.240 102.240

144.859 95.907 170.334 95.907

102.240 102.240

Tabele centralizatoare armare trasnversală pentru cadrul longintudinal

Forța tăietoare [kN]

stânga dreapta stânga dreapta

72.580 -80.410 86.090

103.459 99.995

104.149 97.674

176.729 -180.405 183.764

32.509 -13.905 17.264

0.184 0.077 0.094

176.729 180.405 183.764

142.116 143.575 146.935

72.770 -74.830 88.910

84.518 84.857

87.155 82.095

159.925 -159.687 171.005

15.955 4.053 7.265

0.100 -0.025 0.042

159.925 159.687 171.005

125.372 125.261 134.786

MDRb

MD-ERb

MERb

VC-DVD

VD-EVE

Page 20: Armare Grinzi+Stalpi

82.810 -88.190 97.990

57.784 58.892

63.778 53.257

146.588 -147.082 151.247

-18.412 39.098 -34.933

-0.126 -0.266 -0.231

146.588 147.082 151.247

115.826 123.196 125.518

Alegerea armăturilor in reazeme

Reazem E

stânga dreapta

183.764

45

561.384

150

314.159

4φ10/150

0.152

0.698

171.005

45

561.384

150

314.159

4φ10/150

0.152

0.698

151.247

45

5613.84

150

235.619

3φ10/150

0.152

0.524

Page 21: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ

OK 68.860 OK 334.049 401.232 68.860OK 56.077 OK 249.757 401.232 56.077OK 19.556 OK 137.366 401.232 19.556

Armarea in reazem A la moment pozitiv

OK 188.067OK 130.872OK 95.907

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ

OK 37.463 OK 281.226 401.232 37.463OK 40.527 OK 230.775 401.232 40.527OK 27.567 OK 154.350 401.232 27.567

Armarea in reazem B la moment pozitiv

OK 201.803OK 144.859OK 95.907

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ

OK 63.323 OK 284.098 401.232 63.323OK 56.784 OK 241.764 401.232 56.784OK 34.872 OK 169.834 401.232 34.872

.

OK 149.854OK 121.382OK 95.907

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ

OK 61.968 OK 281.226 401.232 61.968OK 51.601 OK 230.775 401.232 51.601OK 23.091 OK 144.859 401.232 23.091

Armarea in reazem D la moment pozitiv

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

ρef ≥ ρmin M(+)Rb [kNm]

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

ρef ≥ ρmin M(+)Rb [kNm]

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

ρef ≥ ρmin M(+)Rb [kNm]

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

Page 22: Armare Grinzi+Stalpi

OK 149.854OK 121.382OK 95.907

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ

OK 66.916 OK 302.206 401.232 66.916OK 57.491 OK 262.244 401.232 57.491OK 35.107 OK 170.334 401.232 35.107

Armarea in reazem E la moment pozitiv

OK 160.344OK 140.363OK 95.907

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele A-B

λ

102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele B-C

λ

102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele C-D

λ

102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in camp intre reazemele D-E

ρef ≥ ρmin M(+)Rb [kNm]

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

ρef ≥ ρmin M(+)Rb [kNm]

MRb [kNm] xb λxef = xu λxef ≤ λxb

MRb [kNm] xb λxef = xu λxef ≤ λxb

MRb [kNm] xb λxef = xu λxef ≤ λxb

Page 23: Armare Grinzi+Stalpi

λ

102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK102.240 401.232 45.239 0.8 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

ξ ξ

-68.451 213.695 81.935 0.342 0.383 OK

-47.465 164.819 37.709 0.272 0.229 OK-10.317 125.410 -6.950 0.072 -0.055 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

ξ ξ

-33.631 177.980 23.600 0.179 0.133 OK

-9.941 160.547 7.377 0.061 0.046 OK

30.895 149.971 -25.799 -0.213 -0.172 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

ξ ξ

-30.879 176.729 32.509 0.176 0.184 OK

-11.748 159.925 15.955 0.075 0.100 OK

25.026 146.588 -18.412 -0.179 -0.126 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

ξ ξ

-13.905 183.764 17.264 0.077 0.094 OK

MRb [kNm] xb λxef = xu λxef ≤ λxb

VstEd,min [kN] Vdr

Ed,max [kN] VdstEd,min [kN] |Vst

ed,max|≤(2+ξ)*bw*d*fcd

VdrEd,min [kN] Vdr

Ed,max [kN] VdrEd,min [kN] |Vst

ed,max|≤(2+ξ)*bw*d*fcd

VdrEd,min [kN] Vdr

Ed,max [kN] VdrEd,min [kN] |Vst

ed,max|≤(2+ξ)*bw*d*fcd

VdrEd,min [kN] Vdr

Ed,max [kN] VdrEd,min [kN] |Vst

ed,max|≤(2+ξ)*bw*d*fcd

Page 24: Armare Grinzi+Stalpi

4.053 171.005 7.265 -0.025 0.042 OK

39.098 151.247 -34.933 -0.266 -0.231 OK

Page 25: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem A la moment negativ

λ

0.8 OK0.8 OK0.8 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem B la moment negativ

λ

0.8 OK0.8 OK0.8 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem C la moment negativ

λ

0.8 OK0.8 OK0.8 OK

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem D la moment negativ

λ

0.8 OK0.8 OK0.8 OK

λxef ≤ λxb

λxef ≤ λxb

λxef ≤ λxb

λxef ≤ λxb

Page 26: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru longitunal din elevatia 3Armarea in reazem E la moment negativ

λ

0.8 OK0.8 OK0.8 OK

λxef ≤ λxb

Page 27: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

OK OK -200.211 213.695

OK OK -174.575 164.819OK OK -142.677 125.410

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

OK OK -188.011 177.980

OK OK -163.111 160.547

OK OK -144.875 149.971

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

OK OK -175.099 176.729

OK OK -155.718 159.925

OK OK -139.974 146.588

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

OK OK -180.405 183.764

|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr

ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr

Ed=VEd,final [kN]

|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr

ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr

Ed=VEd,final [kN]

|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr

ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr

Ed=VEd,final [kN]

|Vsted,max|≤(2+ξ)*bw*d*fcd |Vdr

ed,max|≤(2+ξ)*bw*d*fcd VstEd=VEd,final [kN] Vdr

Ed=VEd,final [kN]

Page 28: Armare Grinzi+Stalpi

OK OK -159.687 171.005

OK OK -147.082 151.247

Page 29: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

ctgθ=tgθ d [mm] z [mm]

200.211 213.695 1200 1 565 508.5174.575 164.819 1200 1 565 508.5

142.677 125.410 1200 1 565 508.5

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

ctgθ=tgθ d [mm] z [mm]

188.011 177.980 1200 1 565 508.5

163.111 160.547 1200 1 565 508.5

144.875 149.971 1200 1 565 508.5

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

ctgθ=tgθ d [mm] z [mm]

175.099 176.729 1200 1 565 508.5

155.718 159.925 1200 1 565 508.5

139.974 146.588 1200 1 565 508.5

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele critice

ctgθ=tgθ d [mm] z [mm]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcr [mm]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcr [mm]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcr [mm]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcr [mm]

Page 30: Armare Grinzi+Stalpi

180.405 183.764 1200 1 565 508.5

159.687 171.005 1200 1 565 508.5

147.082 151.247 1200 1 565 508.5

Page 31: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

s [mm]

150 210 0.152 281.235 314.159 4φ10/150150 210 0.152 245.224 314.159 4φ10/150

150 210 0.152 200.418 201.062 4φ8/150

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

s [mm]

150 210 0.152 264.098 314.159 4φ10/150

150 210 0.152 229.120 235.619 3φ10/150

150 210 0.152 203.505 201.062 4φ8/150

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

s [mm]

150 210 0.152 245.960 314.159 4φ10/150

150 210 0.152 218.735 235.619 3φ10/150

150 210 0.152 196.620 201.062 4φ8/150

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele critice

s [mm]

fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw

fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw

fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw

fywd [N/mm2] ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw

Page 32: Armare Grinzi+Stalpi

150 210 0.152 253.413 314.159 4φ10/150

150 210 0.152 224.312 235.619 3φ10/150

150 210 0.152 206.605 201.062 4φ8/150

Page 33: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

0.698 OK 223.650 300.175 314.159 4φ10/1500.698 OK 223.650 231.520 235.619 3φ10/150

0.447 OK 143.136 176.162 201.062 4φ8/150

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

0.698 OK 223.650 250.007 314.159 4φ10/150

0.524 OK 167.737 225.519 235.619 3φ10/150

0.447 OK 143.136 210.664 201.062 4φ8/150

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

0.698 OK 223.650 248.249 314.159 4φ10/150

0.524 OK 167.737 224.645 235.619 3φ10/150

0.447 OK 143.136 205.911 235.619 3φ10/150

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele critice

ρstef [%] ρst

ef ≥ ρmin VstRd,s [kN] Anec,dr

sw [mm2] Aef,drsw [mm2] Aef,dr

sw

ρstef [%] ρst

ef ≥ ρmin VstRd,s [kN] Anec,dr

sw [mm2] Aef,drsw [mm2] Aef,dr

sw

ρstef [%] ρst

ef ≥ ρmin VstRd,s [kN] Anec,dr

sw [mm2] Aef,drsw [mm2] Aef,dr

sw

ρstef [%] ρst

ef ≥ ρmin VstRd,s [kN] Anec,dr

sw [mm2] Aef,drsw [mm2] Aef,dr

sw

Page 34: Armare Grinzi+Stalpi

0.698 OK 223.650 258.132 314.159 4φ10/150

0.524 OK 167.737 240.209 314.159 4φ10/150

0.447 OK 143.136 212.455 235.619 3φ10/150

Page 35: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

0.698 OK 223.650 1 0.552 561.3840.524 OK 167.737 1 0.552 561.384

0.447 OK 143.136 1 0.552 5613.84

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

0.698 OK 223.650 1 0.552 561.384

0.524 OK 167.737 1 0.552 561.384

0.447 OK 143.136 1 0.552 5613.84

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

0.698 OK 223.650 1 0.552 561.384

0.524 OK 167.737 1 0.552 561.384

0.524 OK 167.737 1 0.552 5613.84

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele critice

ρdref [%] ρdr

ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst

Rd,max [kN]

ρdref [%] ρdr

ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst

Rd,max [kN]

ρdref [%] ρdr

ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst

Rd,max [kN]

ρdref [%] ρdr

ef ≥ ρmin VdrRd,s [kN] αcw ν1 Vst

Rd,max [kN]

Page 36: Armare Grinzi+Stalpi

0.698 OK 223.650 1 0.552 561.384

0.698 OK 223.650 1 0.552 561.384

0.524 OK 167.737 1 0.552 5613.84

Page 37: Armare Grinzi+Stalpi

163.226015828651138.895110150356105.523650299596

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

163.226

561.384 223.650 223.650 138.895561.384 223.650 167.737 105.524

5613.84 143.136 143.136

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

152.385

561.384 223.650 223.650 127.764

561.384 167.737 167.737 118.572

5613.84 143.136 143.136

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

140.486

561.384 223.650 223.650 121.165

561.384 167.737 167.737 112.386

5613.84 143.136 167.737

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele critice

143.575

VstEd=Vst

Ed,final [kN]

VdrRd,max [kN] Vst

Rd =min(VstRd,s;Vst

Rd,max) Vsrtd =min(Vdr

Rd,s;VdrRd,max)

VstEd=Vst

Ed,final [kN]

VdrRd,max [kN] Vst

Rd =min(VstRd,s;Vst

Rd,max) Vsrtd =min(Vdr

Rd,s;VdrRd,max)

VstEd=Vst

Ed,final [kN]

VdrRd,max [kN] Vst

Rd =min(VstRd,s;Vst

Rd,max) Vsrtd =min(Vdr

Rd,s;VdrRd,max)

VstEd=Vst

Ed,final [kN]

VdrRd,max [kN] Vst

Rd =min(VstRd,s;Vst

Rd,max) Vsrtd =min(Vdr

Rd,s;VdrRd,max)

Page 38: Armare Grinzi+Stalpi

561.384 223.650 223.650 125.261

561.384 167.737 223.650 123.196

5613.84 143.136 167.737

Page 39: Armare Grinzi+Stalpi

176.709563380495129.13925002594192.1580922507852

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

176.710

129.139 163.226 176.710 1.875 62.40392.158 138.895 129.139 1.875 62.403

105.524 92.158 1.875 62.403

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

142.354

125.200 152.385 142.354 2.8 62.403

121.316 127.764 125.200 2.8 62.403

118.572 121.316 2.8 62.403

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

142.116

125.372 140.486 142.116 2.6 62.403

115.826 121.165 125.372 2.6 62.403

112.386 115.826 2.6 62.403

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele de camp

146.935

VdrEd=Vdr

Ed,final [kN]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcamp [mm] VstRd,c [kN]

VdrEd=Vdr

Ed,final [kN]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcamp [mm] VstRd,c [kN]

VdrEd=Vdr

Ed,final [kN]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcamp [mm] VstRd,c [kN]

VdrEd=Vdr

Ed,final [kN]

VstEd=Vst

Rd,s [kN] VdrEd=Vdr

Rd,s [kN] lcamp [mm] VstRd,c [kN]

Page 40: Armare Grinzi+Stalpi

134.786 143.575 146.935 3.025 62.403

125.518 125.261 134.786 3.025 62.403

123.196 125.518 3.025 62.403

Page 41: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

d [mm] k

62.403 0.12 565 1.595 0.004 20 0.1562.403 0.12 565 1.595 0.004 20 0.15

62.403 0.12 565 1.595 0.004 20 0.15

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

d [mm] k

62.403 0.12 565 1.595 0.004 20 0.15

62.403 0.12 565 1.595 0.004 20 0.15

62.403 0.12 565 1.595 0.004 20 0.15

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

d [mm] k

62.403 0.12 565 1.595 0.004 20 0.15

62.403 0.12 565 1.595 0.004 20 0.15

62.403 0.12 565 1.595 0.004 20 0.15

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele de camp

d [mm] k

VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1

VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1

VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1

VdrRd,c [kN] CRd,c ρl [%] fck [N/mm2] k1

Page 42: Armare Grinzi+Stalpi

62.403 0.12 565 1.595 0.004 20 0.15

62.403 0.12 565 1.595 0.004 20 0.15

62.403 0.12 565 1.595 0.004 20 0.15

Page 43: Armare Grinzi+Stalpi

0.13241078582

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

θ [rad]

0 53.442 0.315 OK OK 0.1480 53.442 0.315 OK OK 0.125

0 53.442 0.315 OK OK 0.095

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

θ [rad]

0 53.442 0.315 OK OK 0.137

0 53.442 0.315 OK OK 0.115

0 53.442 0.315 OK OK 0.106

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

θ [rad]

0 53.442 0.315 OK OK 0.126

0 53.442 0.315 OK OK 0.109

0 53.442 0.315 OK OK 0.101

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele de camp

θ [rad]

σcp VminRd,c [kN] νmin Vst

Rd,c ≥ VminRd,c Vdr

Rd,c ≥ VminRd,c

σcp VminRd,c [kN] νmin Vst

Rd,c ≥ VminRd,c Vdr

Rd,c ≥ VminRd,c

σcp VminRd,c [kN] νmin Vst

Rd,c ≥ VminRd,c Vdr

Rd,c ≥ VminRd,c

σcp VminRd,c [kN] νmin Vst

Rd,c ≥ VminRd,c Vdr

Rd,c ≥ VminRd,c

Page 44: Armare Grinzi+Stalpi

0 53.442 0.315 OK OK 0.129

0 53.442 0.315 OK OK 0.113

0 53.442 0.315 OK OK 0.111

Page 45: Armare Grinzi+Stalpi

7.58657919 2.5

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

θ [grade] ctgθ tgθ z [mm] s [mm]

8.452 2.500 1.000 1 0.552 508.5 2007.162 2.500 1.000 1 0.552 508.5 200

5.417 2.500 1.000 1 0.552 508.5 200

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

θ [grade] ctgθ tgθ z [mm] s [mm]

7.875 2.500 1.000 1 0.552 508.5 200

6.578 2.500 1.000 1 0.552 508.5 200

6.097 2.500 1.000 1 0.552 508.5 200

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

θ [grade] ctgθ tgθ z [mm] s [mm]

7.246 2.500 1.000 1 0.552 508.5 200

6.232 2.500 1.000 1 0.552 508.5 200

5.774 2.500 1.000 1 0.552 508.5 200

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele de camp

θ [grade] ctgθ tgθ z [mm] s [mm]

αcw ν1

αcw ν1

αcw ν1

αcw ν1

Page 46: Armare Grinzi+Stalpi

7.409 2.500 1.000 1 0.552 508.5 200

6.446 2.500 1.000 1 0.552 508.5 200

6.338 2.500 1.000 1 0.552 508.5 200

Page 47: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

210 320.791 320.791 calcul armare calcul armare210 320.791 320.791 calcul armare calcul armare

210 320.791 320.791 calcul armare calcul armare

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

210 320.791 320.791 calcul armare calcul armare

210 320.791 320.791 calcul armare calcul armare

210 320.791 320.791 calcul armare calcul armare

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

210 320.791 320.791 calcul armare calcul armare

210 320.791 320.791 calcul armare calcul armare

210 320.791 320.791 calcul armare calcul armare

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele de camp

fywd [N/mm2] VstRd,max [kN] Vdr

Rd,max [kN] VstRdc,c ≤ Vst

ed ≤ VstRd,max Vdr

Rdc,c ≤ Vsred ≤ Vdr

Rd,max

fywd [N/mm2] VstRd,max [kN] Vdr

Rd,max [kN] VstRdc,c ≤ Vst

ed ≤ VstRd,max Vdr

Rdc,c ≤ Vsred ≤ Vdr

Rd,max

fywd [N/mm2] VstRd,max [kN] Vdr

Rd,max [kN] VstRdc,c ≤ Vst

ed ≤ VstRd,max Vdr

Rdc,c ≤ Vsred ≤ Vdr

Rd,max

fywd [N/mm2] VstRd,max [kN] Vdr

Rd,max [kN] VstRdc,c ≤ Vst

ed ≤ VstRd,max Vdr

Rdc,c ≤ Vsred ≤ Vdr

Rd,max

Page 48: Armare Grinzi+Stalpi

210 320.791 320.791 calcul armare calcul armare

210 320.791 320.791 calcul armare calcul armare

210 320.791 320.791 calcul armare calcul armare

Page 49: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

0.152 122.284 157.080 2φ10/200 0.262 OK 209.6720.152 104.056 157.080 2φ10/200 0.262 OK 209.672

0.152 79.055 100.531 2φ8/200 0.168 OK 134.190

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

0.152 114.162 157.080 2φ10/200 0.262 OK 209.672

0.152 95.717 100.531 2φ8/200 0.168 OK 134.190

0.152 88.830 100.531 2φ8/200 0.168 OK 134.190

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

0.152 105.248 157.080 2φ10/200 0.262 OK 209.672

0.152 90.773 100.531 2φ8/200 0.168 OK 134.190

0.152 84.196 100.531 2φ8/200 0.168 OK 134.190

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele de camp

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

Page 50: Armare Grinzi+Stalpi

0.152 107.562 157.080 2φ10/200 0.262 OK 209.672

0.152 93.842 100.531 2φ8/200 0.168 OK 134.190

0.152 92.295 100.531 2φ8/200 0.168 OK 134.190

Page 51: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

132.385 157.080 2φ10/200 0.262 OK 209.67296.747 157.080 2φ10/200 0.262 OK 209.672

69.042 100.531 2φ8/200 0.168 OK 134.190

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

106.647 157.080 2φ10/200 0.262 OK 209.672

93.796 157.080 2φ10/200 0.262 OK 209.672

90.886 157.080 2φ10/200 0.262 OK 209.672

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

106.469 157.080 2φ10/200 0.262 OK 209.672

93.925 157.080 2φ10/200 0.262 OK 209.672

86.773 100.531 2φ8/200 0.168 OK 134.190

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele D-E

Calcul in zonele de camp

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN]

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN]

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN]

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN]

Page 52: Armare Grinzi+Stalpi

110.079 157.080 2φ10/200 0.262 OK 209.672

100.978 157.080 2φ10/200 0.262 OK 209.672

94.035 157.080 2φ10/200 0.262 OK 209.672

Page 53: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea in reazem 2 la moment pozitiv

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea in reazem 3 la moment pozitiv

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea Iin reazem 4 la moemnt pozitiv

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea in reazem 5 la moment pozitiv

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

Page 54: Armare Grinzi+Stalpi

Nume

Grup I 300 650 35 615 540Grup II 300 650 35 615 540Grup III 300 650 35 615 540

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3

Nume d [mm]

Grup I 300 650 35 615 13.333Grup II 300 650 35 615 13.333Grup III 300 650 35 615 13.333

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4

Nume d [mm]

Grup I 300 650 35 615 13.333Grup II 300 650 35 615 13.333Grup III 300 650 35 615 13.333

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5

Nume d [mm]

Grup I 300 650 35 615 13.333Grup II 300 650 35 615 13.333Grup III 300 650 35 615 13.333

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Nume

Grup I 300 650 13.333 300 85.260

Grup II 300 650 13.333 300 88.290Grup III 300 650 13.333 300 89.690

bw [mm] hw [mm] as1=as2[mm] d [mm] ds [mm]

bw [mm] hw [mm] as [mm] fcd [N/mm2]

bw [mm] hw [mm] as [mm] fcd [N/mm2]

bw [mm] hw [mm] as [mm] fcd [N/mm2]

bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS

Ed,st [kN]

Page 55: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Nume

Grup I 300 650 13.333 300 76.170

Grup II 300 650 13.333 300 73.930Grup III 300 650 13.333 300 83.020

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Nume

Grup I 300 650 13.333 300 69.650

Grup II 300 650 13.333 300 64.000Grup III 300 650 13.333 300 77.670

Tabele centralizatoare armare longitudinală pentru cadru transversal

Momente de proiectare [kNm]

Nume Semnstânga dreapta stânga

Grup I- -332.43 132.78 -292.44+ 100.93

Grup II- -269.96 66.13 -238.08

+ 95.91

Grup III- -156.84 10 -149.21

+ 96.36

Nume Semnstânga dreapta stânga

Grup I- 2052.037 1050.470 1805.185+ 547.046

Grup II- 1666.420 851.372 1469.630

+ 519.837

Grup III- 968.148 502.655 921.049

+ 522.276

bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS

Ed,st [kN]

bw [mm] hw [mm] fcd [N/mm2] fyd [N/mm2] Vsted,g = VGS

Ed,st [kN]

M2Ed

M2-3Ed

M3Ed

Arii de armătură necesare [mm2]

A2Ed

A2-3Ed

A3Ed

Page 56: Armare Grinzi+Stalpi

Nume Semnstânga dreapta stânga

Grup I- 2100.940 1182.810 1900.664+ 763.407

Grup II- 1702.743 942.478 1570.796

+ 763.407

Grup III- 1005.310 763.407 1005.310

+ 763.407

Alegerea armăturii

Nume Semnstânga dreapta stânga

Grup I- 2φ20+3φ25 1φ16+2φ22 5φ22+ 3φ18

Grup II- 3φ20+2φ20 3φ20 3φ18+2φ20

+ 3φ18

Grup III- 5φ16 3φ18 5φ16

+ 3φ18

Momente capabile [kNm]

Nume Semnstânga dreapta stânga

Grup I- 340.352 191.615 307.907+ 140.849

Grup II- 275.844 152.681 254.469

+ 140.849

Grup III- 162.860 123.672 18.143

+ 140.849

Tabele centralizatoare armare transversală pentru cadrul transversal

Forța tăietoare [kN]

Numestânga dreapta

Grup I

-85.260

124.881

125.930

-210.141

Arii de armătură efectivee [mm2]

A2Ed

A2-3Ed

A3Ed

A2Ed

A2-3Ed

A3Ed

M2Rd

M2-3Rd

M3Rd

V2

V2-3

VGSEd

Vst-drEd,c

Vdr-stEd,c

VmaxEd

Page 57: Armare Grinzi+Stalpi

Grup I-38.961

ξ 0.185

Reazem 211.850

Câmp 165.489

Grup II

-88.290

101.788

102.297

-190.078

-22.678

ξ 0.119

Reazem 181.407

Câmp 136.069

Grup III

-89.690

71.633

71.633

-161.323

14.217

ξ -0.088

Reazem 157.483

Câmp 119.722

Alegerea armăturilor in reazeme

NumeReazem 2 Reazem 3

stânga dreapta stânga

Grup I

211.850 210.141

45 45

611.064 611.064

150 150

314.159 314.159

4φ10/150 4φ10/150

0.152 0.152

0.698 0.698

Grup II

181.407 210.141

45 45

611.064 611.064

150 150

314.159 235.619

4φ10/150 3φ10/150

0.152 0.152

0.698 0.524

VminEd

VfinalEd

VfinalEd

VGSEd

Vst-drEd,c

Vdr-stEd,c

VmaxEd

VminEd

VfinalEd

VfinalEd

VGSEd

Vst-drEd,c

Vdr-stEd,c

VmaxEd

VminEd

VfinalEd

VfinalEd

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

Page 58: Armare Grinzi+Stalpi

Grup III

157.483 190.078

45 45

6110.64 611.064

150 150

235.619 235.619

3φ10/150 3φ10/150

0.152 0.152

0.524 0.524

Alegerea armăturilor

NumeCâmp 2-3 Câmp 3-4

stânga dreapta stânga

Grup I

165.489 163.779 145.575

22 22 22

349.179 349.179 349.179

200 200 200

157.080 157.080 157.080

2φ10/200 2φ10/200 2φ10/200

0.262 0.262 0.262

0.152 0.152 0.152

Grup II

136.069 163.779 127.617

22 22 22

349.179 349.179 349.179

200 200 200

100.531 100.531 100.531

2φ8/200 2φ8/200 2φ8/200

0.168 0.168 0.168

0.152 0.152 0.152

Grup III

119.722 144.740 121.625

22 22 22

349.179 349.179 349.179

200 200 200

100.531 100.531 100.531

2φ8/200 2φ8/200 2φ8/200

0.168 0.168 0.168

0.152 0.152 0.152

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

VfinalEd

θ [˚]

VRd,max [kN]

s [mm]

Aefsw [mm2]

φef [mm]

ρmin [%]

ρef [%]

Page 59: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea in reazem 2 la moment pozitiv

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea in reazem 3 la moment pozitiv

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea Iin reazem 4 la moemnt pozitiv

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea in reazem 5 la moment pozitiv

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

Page 60: Armare Grinzi+Stalpi

13.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.18613.333 300 0.319 588.261 603.186

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3

300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4

300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5

300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18300 0.319 621.739 763.407 3φ18

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

85.920 1.2 191.615 340.352 163.369

79.110 1.2 152.681 275.844 133.34285.850 1.2 123.672 162.860 123.672

fcd [N/mm2] fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2]

fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef

fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef

fyd [N/mm2] ρmin [%] As,min,nec [mm2] As,min,ef [mm2] As,min,ef

Vdred,g = VGS

Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)

Rb,st [kNm] M(+)Rb,dr [kNm]

Page 61: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

76.890 1.2 163.369 307.907 152.681

77.810 1.2 133.342 254.469 123.67290.440 1.2 123.672 162.860 123.672

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

70.570 1.2 152.681 303.709 184.744

73.280 1.2 123.672 235.129 123.67278.100 1.2 123.672 173.548 123.672

Tabele centralizatoare armare longitudinală pentru cadru transversal

Momente de proiectare [kNm]

dreapta stânga dreapta

159.54 -292.94 145.38

63.01 60.58

101.32 -226.07 96.69

63.62 56.56

10 -159.59 10

63.62 64.45

dreapta stânga dreapta

984.815 1808.272 937.373

341.518 328.347

785.398 1395.494 725.708

344.824 306.558

502.655 985.123 535.642

402.060 349.322

Vdred,g = VGS

Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)

Rb,st [kNm] M(+)Rb,dr [kNm]

Vdred,g = VGS

Ed,dr [kN] γRd M(+)Rb,st [kNm] M(-)

Rb,st [kNm] M(+)Rb,dr [kNm]

M3Ed

M3-4Ed

M4Ed

M4-5Ed

Arii de armătură necesare [mm2]

A3Ed

A3-4Ed

A4Ed

A4-5Ed

Page 62: Armare Grinzi+Stalpi

dreapta stânga dreapta

1008.451 1874.745 942.478

763.407 763.407

823.097 1451.416 763.407

763.407 763.407

763.407 1071.283 763.407

763.407 763.407

Alegerea armăturii

dreapta stânga dreapta

2φ20+1φ22 2φ16+3φ25 3φ20

3φ18 3φ18

2φ18+1φ20 2φ18+3φ20 3φ18

3φ18 3φ18

3φ18 2φ14+3φ18 3φ18

3φ18 3φ18

Momente capabile [kNm]

dreapta stânga dreapta

163.369 303.709 152.681

140.849 140.849

133.342 235.129 123.672

140.849 140.849

123.672 173.548 123.672

140.849 140.849

Tabele centralizatoare armare transversală pentru cadrul transversal

Forța tăietoare [kN]

stânga dreapta stânga dreapta

85.920 -76.170 76.890 -69.650

124.881 108.834 109.803

125.930 107.322 122.113

211.850 -185.004 184.212 -179.453

Arii de armătură efectivee [mm2]

A3Ed

A3-4Ed

A4Ed

A4-5Ed

A3Ed

A3-4Ed

A4Ed

A4-5Ed

M3Rd

M3-4Rd

M4Rd

M4-5Rd

V3

V3-4V4

Page 63: Armare Grinzi+Stalpi

40.670 -31.944 31.152 -39.233

0.192 0.173 0.169 0.219

210.141 184.212 185.004 192.683

163.779 145.575 146.367 154.707

70.570 -73.930 77.810 -64.000

101.788 85.857 89.700

102.297 88.111 89.700

192.683 -159.787 165.921 -153.700

52.463 -8.047 14.181 -16.420

0.077 0.050 0.085 0.107

210.141 165.921 185.004 162.980

163.779 127.617 146.367 125.800

85.850 -83.020 90.440 -77.670

71.633 69.255 65.907

71.633 66.765 74.305

157.483 -152.275 157.205 -143.577

-18.057 21.185 -16.255 12.193

-0.115 -0.139 -0.103 -0.085

190.078 157.205 159.787 152.405

144.740 121.625 121.484 112.040

Alegerea armăturilor in reazeme

Reazem 3 Reazem 4 Reazem 5

dreapta stânga dreapta stânga dreapta

184.212 185.004 192.683 179.453

45 45 45 45

611.064 611.064 611.064 611.064

150 150 150 150

314.159 314.159 235.619 314.159

4φ10/150 4φ10/150 235.619 4φ10/150

0.152 0.152 0.152 0.152

0.698 0.698 0.524 0.698

165.921 185.004 162.980 179.453

45 45 45 45

611.064 611.064 611.064 611.064

150 150 150 150

235.619 235.619 235.619 235.619

3φ10/150 3φ10/150 235.619 3φ10/150

0.152 0.152 0.152 0.152

0.524 0.524 0.524 0.524

Page 64: Armare Grinzi+Stalpi

157.205 159.787 152.405 153.700

45 45 45 45

6110.64 611.064 6110.64 611.064

150 150 150 150

201.062 235.619 201.062 201.062

4φ8/150 3φ10/150 201.062 4φ8/150

0.152 0.152 0.152 0.152

0.447 0.524 0.447 0.447

Alegerea armăturilor

Câmp 3-4 Câmp 4-5

dreapta stânga dreapta

146.367 154.707 141.477

22 22 22

349.179 349.179 349.179

200 200 200

157.080 157.080 157.080

2φ10/200 2φ10/200 2φ10/200

0.262 0.262 0.262

0.152 0.152 0.152

146.367 125.800 141.477

22 22 22

349.179 349.179 349.179

200 200 200

100.531 100.531 100.531

2φ8/200 2φ8/200 2φ8/200

0.168 0.168 0.168

0.152 0.152 0.152

121.484 112.040 116.520

22 22 22

349.179 349.179 349.179

200 200 200

100.531 100.531 100.531

2φ8/200 2φ8/200 2φ8/200

0.168 0.168 0.168

0.152 0.152 0.152

Page 65: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ

3φ16 -332.43 2052.037 2100.940 2φ20+3φ25 1.1393φ16 -269.96 1666.420 1702.743 3φ20+2φ20 0.9233φ16 -156.84 968.148 1005.310 5φ16 0.545

Armarea in reazem 2 la moment pozitiv

3φ16 132.78 1050.470 1182.810 1φ16+2φ22 0.6413φ16 66.13 851.372 942.478 3φ20 0.5113φ16 10 502.655 763.407 3φ18 0.414

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ

3φ16 -292.44 1805.185 1900.664 5φ22 1.0303φ16 -238.08 1469.630 1570.796 3φ18+2φ20 0.8513φ16 -149.21 921.049 1005.310 5φ16 0.545

Armarea in reazem 3 la moment pozitiv

3φ16 159.54 984.815 1008.451 2φ20+1φ22 0.5473φ16 101.32 785.398 823.097 2φ18+1φ20 0.4463φ16 10 502.655 763.407 3φ18 0.414

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ

3φ16 -292.94 1808.272 1874.745 2φ16+3φ25 1.0163φ16 -226.07 1395.494 1451.416 2φ18+3φ20 0.7873φ16 -159.59 985.123 1071.283 2φ14+3φ18 0.581

Armarea Iin reazem 4 la moemnt pozitiv

3φ16 145.38 937.373 942.478 3φ20 0.5113φ16 96.69 725.708 763.407 3φ18 0.4143φ16 10 535.642 763.407 3φ18 0.414

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ

3φ16 -277.5 1712.963 1768.717 2φ20+3φ22 0.9593φ16 -224.23 1384.136 1451.416 2φ18+3φ20 0.7873φ16 -126.97 783.765 863.938 3φ14+2φ16 0.468

Armarea in reazem 5 la moment pozitiv

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

As,min,ef M(-)Ed [kNm] A(-)

s2,nec [mm2] A(-)s2,ef [mm2] As2,ef ρef [%]

Page 66: Armare Grinzi+Stalpi

3φ16 184.4 1138.272 1140.398 3φ22 0.6183φ16 110.88 725.708 763.407 3φ18 0.4143φ16 10 431.969 763.407 3φ18 0.414

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3

100.93 547.046 763.407 3φ18 0.391 OK95.91 519.837 763.407 3φ18 0.391 OK96.36 522.276 763.407 3φ18 0.391 OK

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4

63.01 341.518 763.407 3φ18 0.391 OK63.62 344.824 763.407 3φ18 0.391 OK74.18 402.060 763.407 3φ18 0.391 OK

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5

60.58 328.347 763.407 3φ18 0.391 OK56.56 306.558 763.407 3φ18 0.391 OK64.45 349.322 763.407 3φ18 0.391 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

307.907 4.8 5.4 124.881 125.930 -210.141

254.469 4.8 5.4 101.788 102.297 -190.078162.860 4.8 5.4 71.633 71.633 -161.323

As,min,ef M(+)Ed [kNm] A(+)

s1,nec [mm2] A(+)s1,ef [mm2] As1,ef ρef [%]

M(+)Ed [kNm] A(+)

s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin

M(+)Ed [kNm] A(+)

s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin

M(+)Ed [kNm] A(+)

s,nec [mm2] A(+)s,ef [mm2] As,ef ρef [%] ρef ≥ ρmin

M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr

Ed,c [kN] Vdr-stEd,c [kN] Vst

Ed,max [kN]

Page 67: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

303.709 5.15 5.75 108.834 107.322 -185.004

235.129 5.15 5.75 85.857 88.111 -159.787173.548 5.15 5.75 69.255 66.765 -152.275

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

286.532 4.8 5.4 109.803 122.113 -179.453

235.129 4.8 5.4 89.700 89.700 -153.700139.958 4.8 5.4 65.907 74.305 -143.577

Tabele centralizatoare armare longitudinală pentru cadru transversal

Momente de proiectare [kNm]

stânga dreapta

-277.5 184.4

60.58

-224.23 110.88

56.56

-126.97 10

64.45

stânga dreapta

1712.963 1138.272

328.347

1384.136 725.708

306.558

783.765 431.969

349.322

M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr

Ed,c [kN] Vdr-stEd,c [kN] Vst

Ed,max [kN]

M(-)Rb,dr [kNm] lcl [m] lgr [m] Vst-dr

Ed,c [kN] Vdr-stEd,c [kN] Vst

Ed,max [kN]

M5Ed

A5Ed

Page 68: Armare Grinzi+Stalpi

stânga dreapta

1768.717 1140.398

763.407

1451.416 763.407

763.407

863.938 763.407

763.407

Alegerea armăturii

stânga dreapta

2φ20+3φ22 3φ22

3φ18

2φ18+3φ20 3φ18

3φ18

3φ14+2φ16 3φ18

3φ18

Momente capabile [kNm]

stânga dreapta

286.532 184.744

140.849

235.129 123.672

140.849

139.958 123.672

140.849

Tabele centralizatoare armare transversală pentru cadrul transversal

Forța tăietoare [kN]

stânga dreapta

70.570

109.803

122.113

192.683

A5Ed

A5Ed

M5Rd

V4-5V5

Page 69: Armare Grinzi+Stalpi

52.463

0.272

179.453

141.477

73.280

89.700

89.700

162.980

25.700

0.158

179.453

141.477

78.100

65.907

74.305

152.405

-3.365

-0.022

153.700

116.520

Page 70: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ

λ

OK 68.860 OK 340.352 401.232 68.860 0.8OK 57.020 OK 275.844 401.232 57.020 0.8OK 18.143 OK 162.860 401.232 18.143 0.8

Armarea in reazem 2 la moment pozitiv

OK 191.615OK 152.681OK 123.672

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ

λ

OK 66.916 OK 307.907 401.232 66.916 0.8OK 56.077 OK 254.469 401.232 56.077 0.8OK 18.143 OK 162.860 401.232 18.143 0.8

Armarea in reazem 3 la moment pozitiv

OK 163.369OK 133.342OK 123.672

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ

λ

OK 69.920 OK 303.709 401.232 69.920 0.8OK 51.601 OK 235.129 401.232 51.601 0.8OK 23.091 OK 173.548 401.232 23.091 0.8

Armarea Iin reazem 4 la moemnt pozitiv

OK 152.681OK 123.672OK 123.672

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ

λ

OK 47.124 OK 286.532 401.232 47.124 0.8OK 51.601 OK 235.129 401.232 51.601 0.8OK 7.540 OK 139.958 401.232 7.540 0.8

Armarea in reazem 5 la moment pozitiv

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

ρef ≥ ρmin M(+)Rb [kNm]

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

ρef ≥ ρmin M(+)Rb [kNm]

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

ρef ≥ ρmin M(+)Rb [kNm]

ρef ≥ ρmin xu [mm] xu ≤ 2as1 M(-)Rb [kNm] xb λxef = xu

Page 71: Armare Grinzi+Stalpi

OK 184.744OK 123.672OK 123.672

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 2-3

λ

140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 3-4

λ

140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in camp intre reazemele 4-5

λ

140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK140.849 401.232 57.256 0.8 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

ξ ξ

-38.961 211.850 40.670 0.185 0.192 OK

-22.678 181.407 14.007 0.119 0.077 OK14.217 157.483 -18.057 -0.088 -0.115 OK

ρef ≥ ρmin M(+)Rb [kNm]

MRb [kNm] xb λxef = xu λxef ≤ λxb

MRb [kNm] xb λxef = xu λxef ≤ λxb

MRb [kNm] xb λxef = xu λxef ≤ λxb

VstEd,min [kN] Vdr

Ed,max [kN] VdstEd,min [kN] |Vst

ed,max|≤(2+ξ)*bw*d*fcd

Page 72: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

ξ ξ

-31.944 184.212 31.152 0.173 0.169 OK

-8.047 165.921 14.181 0.050 0.085 OK21.185 157.205 -16.255 -0.139 -0.103 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

ξ ξ

-39.233 192.683 52.463 0.219 0.272 OK

-16.420 162.980 25.700 0.107 0.158 OK12.193 152.405 -3.365 -0.085 -0.022 OK

VstEd,min [kN] Vdr

Ed,max [kN] VdstEd,min [kN] |Vst

ed,max|≤(2+ξ)*bw*d*fcd

VstEd,min [kN] Vdr

Ed,max [kN] VdstEd,min [kN] |Vst

ed,max|≤(2+ξ)*bw*d*fcd

Page 73: Armare Grinzi+Stalpi

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 2 la moment negativ

OKOKOK

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 3 la moment negativ

OKOKOK

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 4 la moment negativ

OKOKOK

Armarea longitudinală a grinzilor - cadru transversal din elevatia BArmarea in reazem 5 la moment negativ

OKOKOK

λxef ≤ λxb

λxef ≤ λxb

λxef ≤ λxb

λxef ≤ λxb

Page 74: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

OK -210.141 211.850

OK -190.078 181.407 210.141OK -161.323 157.483 190.078

161.323

|Vdred,max|≤(2+ξ)*bw*d*fcd Vst

Ed=VEd,final [kN] VdrEd=VEd,final [kN]

VstEd=Vst

Rd,s [kN]

Page 75: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

OK -185.004 184.212

OK -159.787 165.921 185.004OK -152.275 157.205 159.787

152.275

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

OK -179.453 192.683

OK -153.700 162.980 179.453OK -143.577 152.405 153.700

143.577

|Vdred,max|≤(2+ξ)*bw*d*fcd Vst

Ed=VEd,final [kN] VdrEd=VEd,final [kN]

VstEd=Vst

Rd,s [kN]

|Vdred,max|≤(2+ξ)*bw*d*fcd Vst

Ed=VEd,final [kN] VdrEd=VEd,final [kN]

VstEd=Vst

Rd,s [kN]

Page 76: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

ctgθ=tgθ d [mm] z [mm] s [mm]

211.850 1300 1 615 553.5 150 210181.407 1300 1 615 553.5 150 210

157.483 1300 1 615 553.5 150 210

VdrEd=Vdr

Rd,s [kN] lcr [mm] fywd [N/mm2]

Page 77: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

ctgθ=tgθ d [mm] z [mm] s [mm]

184.212 1300 1 615 553.5 150 210165.921 1300 1 615 553.5 150 210

157.205 1300 1 615 553.5 150 210

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

ctgθ=tgθ d [mm] z [mm] s [mm]

192.683 1300 1 615 553.5 150 210162.980 1300 1 615 553.5 150 210

152.405 1300 1 615 553.5 150 210

VdrEd=Vdr

Rd,s [kN] lcr [mm] fywd [N/mm2]

VdrEd=Vdr

Rd,s [kN] lcr [mm] fywd [N/mm2]

Page 78: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

0.152 271.184 314.159 4φ10/150 0.698 OK 243.4420.152 245.293 314.159 4φ10/150 0.698 OK 243.442

0.152 208.186 235.619 3φ10/150 0.524 OK 182.582

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

Page 79: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

0.152 238.745 314.159 4φ10/150 0.698 OK 243.4420.152 206.204 235.619 3φ10/150 0.524 OK 182.582

0.152 196.509 201.062 4φ8/150 0.447 OK 155.803

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

0.152 231.583 235.619 3φ10/150 0.524 OK 182.5820.152 198.349 235.619 3φ10/150 0.524 OK 182.582

0.152 185.285 201.062 4φ8/150 0.447 OK 155.803

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

Page 80: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

273.391 314.159 4φ10/150 0.698 OK 243.442 1234.103 235.619 3φ10/150 0.524 OK 182.582 1

203.230 235.619 3φ10/150 0.524 OK 182.582 1

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN] αcw

Page 81: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

237.723 314.159 4φ10/150 0.698 OK 243.442 1214.119 235.619 3φ10/150 0.524 OK 182.582 1

202.871 235.619 3φ10/150 0.524 OK 182.582 1

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

248.656 314.159 4φ10/150 0.698 OK 243.442 1210.324 235.619 3φ10/150 0.524 OK 182.582 1

196.677 201.062 4φ8/150 0.447 OK 155.803 1

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN] αcw

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN] αcw

Page 82: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice

0.552 611.064 611.064 243.442 243.4420.552 611.064 611.064 243.442 182.582

0.552 6110.64 611.064 182.582 182.582

ν1 VstRd,max [kN] Vdr

Rd,max [kN] VstRd =min(Vst

Rd,s;VstRd,max) Vsrt

d =min(VdrRd,s;Vdr

Rd,max)

Page 83: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice

0.552 611.064 611.064 243.442 243.4420.552 611.064 611.064 182.582 182.582

0.552 6110.64 611.064 155.803 182.582

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice

0.552 611.064 611.064 182.582 243.4420.552 611.064 611.064 182.582 182.582

0.552 6110.64 611.064 155.803 155.803

ν1 VstRd,max [kN] Vdr

Rd,max [kN] VstRd =min(Vst

Rd,s;VstRd,max) Vsrt

d =min(VdrRd,s;Vdr

Rd,max)

ν1 VstRd,max [kN] Vdr

Rd,max [kN] VstRd =min(Vst

Rd,s;VstRd,max) Vsrt

d =min(VdrRd,s;Vdr

Rd,max)

Page 84: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele critice Calcul in zonele de camp

163.779 165.489

243.442 144.740 136.069 163.779182.582 121.482 119.722 144.740

182.582 121.482

VstEd=Vst

Ed,final [kN] VdrEd=Vdr

Ed,final [kN]

Vsrtd =min(Vdr

Rd,s;VdrRd,max) Vst

Ed=VstRd,s [kN]

Page 85: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele critice Calcul in zonele de camp

146.367 145.575

243.442 121.484 127.617 146.367182.582 119.184 121.625 121.484

182.582 119.184

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele critice Calcul in zonele de camp

141.477 154.707

243.442 116.520 125.800 141.477182.582 107.994 112.040 116.520

155.803 107.994

VstEd=Vst

Ed,final [kN] VdrEd=Vdr

Ed,final [kN]

Vsrtd =min(Vdr

Rd,s;VdrRd,max) Vst

Ed=VstRd,s [kN]

VstEd=Vst

Ed,final [kN] VdrEd=Vdr

Ed,final [kN]

Vsrtd =min(Vdr

Rd,s;VdrRd,max) Vst

Ed=VstRd,s [kN]

Page 86: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

d [mm] k

165.489 2.2 64.420 64.420 0.12 565 1.595136.069 2.2 64.420 64.420 0.12 565 1.595

119.722 2.2 64.420 64.420 0.12 565 1.595

VdrEd=Vdr

Rd,s [kN] lcamp [mm] VstRd,c [kN] Vdr

Rd,c [kN] CRd,c

Page 87: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

d [mm] k

145.575 2.55 64.420 64.420 0.12 565 1.595127.617 2.55 64.420 64.420 0.12 565 1.595

121.625 2.55 64.420 64.420 0.12 565 1.595

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

d [mm] k

154.707 2.2 64.420 64.420 0.12 565 1.595125.800 2.2 64.420 64.420 0.12 565 1.595

112.040 2.2 64.420 64.420 0.12 565 1.595

VdrEd=Vdr

Rd,s [kN] lcamp [mm] VstRd,c [kN] Vdr

Rd,c [kN] CRd,c

VdrEd=Vdr

Rd,s [kN] lcamp [mm] VstRd,c [kN] Vdr

Rd,c [kN] CRd,c

Page 88: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

0.004 20 0.15 0 53.442 0.315 OK0.004 20 0.15 0 53.442 0.315 OK

0.004 20 0.15 0 53.442 0.315 OK

ρl [%] fck [N/mm2] k1 σcp VminRd,c [kN] νmin Vst

Rd,c ≥ VminRd,c

Page 89: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

0.004 20 0.15 0 53.442 0.315 OK0.004 20 0.15 0 53.442 0.315 OK

0.004 20 0.15 0 53.442 0.315 OK

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

0.004 20 0.15 0 53.442 0.315 OK0.004 20 0.15 0 53.442 0.315 OK

0.004 20 0.15 0 53.442 0.315 OK

ρl [%] fck [N/mm2] k1 σcp VminRd,c [kN] νmin Vst

Rd,c ≥ VminRd,c

ρl [%] fck [N/mm2] k1 σcp VminRd,c [kN] νmin Vst

Rd,c ≥ VminRd,c

Page 90: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

θ [rad] θ [grade] ctgθ tgθ z [mm] s [mm]

OK 0.136 7.773 2.500 1.000 1 0.552 553.5 200OK 0.120 6.851 2.500 1.000 1 0.552 553.5 200

OK 0.100 5.734 2.500 1.000 1 0.552 553.5 200

VdrRd,c ≥ Vmin

Rd,c αcw ν1

Page 91: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

θ [rad] θ [grade] ctgθ tgθ z [mm] s [mm]

OK 0.121 6.929 2.500 1.000 1 0.552 553.5 200OK 0.100 5.734 2.500 1.000 1 0.552 553.5 200

OK 0.098 5.624 2.500 1.000 1 0.552 553.5 200

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

θ [rad] θ [grade] ctgθ tgθ z [mm] s [mm]

OK 0.117 6.693 2.500 1.000 1 0.552 553.5 200OK 0.096 5.496 2.500 1.000 1 0.552 553.5 200

OK 0.089 5.090 2.500 1.000 1 0.552 553.5 200

VdrRd,c ≥ Vmin

Rd,c αcw ν1

VdrRd,c ≥ Vmin

Rd,c αcw ν1

Page 92: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

210 349.179 349.179 calcul armare calcul armare210 349.179 349.179 calcul armare calcul armare

210 349.179 349.179 calcul armare calcul armare

fywd [N/mm2] VstRd,max [kN] Vdr

Rd,max [kN] VstRdc,c ≤ Vst

ed ≤ VstRd,max Vdr

Rdc,c ≤ Vsred ≤ Vdr

Rd,max

Page 93: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

210 349.179 349.179 calcul armare calcul armare210 349.179 349.179 calcul armare calcul armare

210 349.179 349.179 calcul armare calcul armare

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

210 349.179 349.179 calcul armare calcul armare210 349.179 349.179 calcul armare calcul armare

210 349.179 349.179 calcul armare calcul armare

fywd [N/mm2] VstRd,max [kN] Vdr

Rd,max [kN] VstRdc,c ≤ Vst

ed ≤ VstRd,max Vdr

Rdc,c ≤ Vsred ≤ Vdr

Rd,max

fywd [N/mm2] VstRd,max [kN] Vdr

Rd,max [kN] VstRdc,c ≤ Vst

ed ≤ VstRd,max Vdr

Rdc,c ≤ Vsred ≤ Vdr

Rd,max

Page 94: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

0.152 112.723 157.080 2φ10/200 0.262 OK 228.2270.152 99.619 100.531 2φ8/200 0.168 OK 146.065

0.152 83.611 100.531 2φ8/200 0.168 OK 146.065

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

Page 95: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

0.152 100.739 157.080 2φ10/200 0.262 OK 228.2270.152 83.613 100.531 2φ8/200 0.168 OK 146.065

0.152 82.030 100.531 2φ8/200 0.168 OK 146.065

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

0.152 97.373 157.080 2φ10/200 0.262 OK 228.2270.152 80.196 100.531 2φ8/200 0.168 OK 146.065

0.152 74.328 100.531 2φ8/200 0.168 OK 146.065

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

ρmin [%] Anec,stsw [mm2] Aef,st

sw [mm2] Aef,stsw ρst

ef [%] ρstef ≥ ρmin Vst

Rd,s [kN]

Page 96: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele A-B

Calcul in zonele de camp

113.900 157.080 2φ10/200 0.262 OK 228.22793.651 100.531 2φ8/200 0.168 OK 146.065

82.400 100.531 2φ8/200 0.168 OK 146.065

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN]

Page 97: Armare Grinzi+Stalpi

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele B-C

Calcul in zonele de camp

100.194 157.080 2φ10/200 0.262 OK 228.22787.834 100.531 2φ8/200 0.168 OK 146.065

83.710 100.531 2φ8/200 0.168 OK 146.065

Armarea transversală a grinzilor - cadru longitunal din elevatia 3

Armarea intre reazemele C-d

Calcul in zonele de camp

106.479 157.080 2φ10/200 0.262 OK 228.22786.583 100.531 2φ8/200 0.168 OK 146.065

77.113 100.531 2φ8/200 0.168 OK 146.065

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN]

Anec,drsw [mm2] Aef,dr

sw [mm2] Aef,drsw ρdr

ef [%] ρdref ≥ ρmin Vdr

Rd,s [kN]

Page 98: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv

Etaj γ Ω

1jos 1.3 2.675 195.2000 522.116 238.5500 829.488

sus 1.3 2.675 195.2000 522.116 21.5100 74.795

2jos 1.3 2.675 195.2000 522.116 105.2500 365.976

sus 1.3 2.771 188.4400 522.116 83.9700 302.456

3jos 1.3 2.771 188.4400 522.116 71.3800 257.107

sus 1.3 3.522 148.2500 522.116 86.6000 396.491

4jos 1.3 3.522 148.2500 522.116 37.2800 170.684

sus 1.3 3.806 100.0200 380.629 70.2300 347.441

5jos 1.3 3.806 100.0200 380.629 7.3700 36.461

sus 1.3 4.000 49.3200 380.629 55.4100 288.132

6jos 1.3 4.000 49.3200 380.629 43.0100 223.652

sus 1.3 4.000 36.2900 233.273 7.2600 37.752

7jos 1.3 4.000 36.2900 233.273 10.7100 55.692

sus 1.3 4.000 21.6000 233.273 3.6100 18.772

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv

Etaj γ Ω

1jos 1.3 1.314 367.6800 483.029 288.0700 491.977

sus 1.3 1.314 367.6800 483.029 115.5700 197.375

2jos 1.3 1.314 367.6800 483.029 218.3800 372.958

sus 1.3 1.202 402.0000 483.029 194.4600 303.753

3jos 1.3 1.202 402.0000 483.029 177.9400 277.949

sus 1.3 1.379 350.3900 483.029 191.1800 342.616

4jos 1.3 1.379 350.3900 483.029 138.2000 247.67

sus 1.3 1.328 282.9400 375.634 164.1600 283.323

5jos 1.3 1.328 282.9400 375.634 93.7400 161.785

sus 1.3 1.873 200.5100 375.634 132.3300 322.278

6jos 1.3 1.873 200.5100 375.634 23.4700 57.159

sus 1.3 2.408 103.9100 250.256 52.6800 164.936

7jos 1.3 2.408 103.9100 250.256 41.7000 130.559

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

Page 99: Armare Grinzi+Stalpi

7sus 1.3 4.000 53.6800 250.256 46.8400 243.568

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv

Etaj γ Ω

1jos 1.3 1.313 359.0000 471.277 242.3100 413.52

sus 1.3 1.313 359.0000 471.277 124.7600 212.912

2jos 1.3 1.313 359.0000 471.277 207.2600 353.704

sus 1.3 1.206 390.6600 471.277 190.2100 298.3

3jos 1.3 1.206 390.6600 471.277 174.1200 273.067

sus 1.3 1.335 352.9200 471.277 185.6000 322.197

4jos 1.3 1.335 352.9200 471.277 142.5950 247.541

sus 1.3 1.313 295.2600 387.811 162.6900 277.792

5jos 1.3 1.313 295.2600 387.811 103.9900 177.562

sus 1.3 1.722 225.1900 387.811 133.2800 298.386

6jos 1.3 1.722 225.1900 387.811 49.5800 110.999

sus 1.3 1.523 188.1000 286.532 70.9100 140.422

7jos 1.3 1.523 188.1000 286.532 49.9700 98.955

sus 1.3 4.000 64.5200 286.532 55.5100 288.652

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv

Etaj γ Ω

1jos 1.3 1.193 363.8500 433.952 266.8400 413.727

sus 1.3 1.193 363.8500 433.952 105.1900 163.094

2jos 1.3 1.193 363.8500 433.952 208.5100 323.288

sus 1.3 1.050 413.2000 433.952 187.2300 255.623

3jos 1.3 1.050 413.2000 433.952 175.7200 239.909

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

Page 100: Armare Grinzi+Stalpi

3sus 1.3 1.160 374.1900 433.952 190.8300 287.7

4jos 1.3 1.160 374.1900 433.952 144.8900 218.44

sus 1.3 1.123 323.4000 363.146 174.5100 254.745

5jos 1.3 1.123 323.4000 363.146 103.7400 151.437

sus 1.3 1.402 259.0000 363.146 140.0600 255.293

6jos 1.3 1.402 259.0000 363.146 67.4400 122.926

sus 1.3 1.245 213.4300 265.741 117.1000 189.541

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv

Etaj γ Ω

1jos 1.3 1.220 353.4200 431.080 262.5300 416.283

sus 1.3 1.220 353.4200 431.080 98.0100 155.411

2jos 1.3 1.220 353.4200 431.080 199.8800 316.942

sus 1.3 1.051 410.0900 431.080 179.2100 244.897

3jos 1.3 1.051 410.0900 431.080 168.3800 230.098

sus 1.3 1.167 369.3800 431.080 183.6000 278.548

4jos 1.3 1.167 369.3800 431.080 136.7100 207.409

sus 1.3 1.114 316.0900 352.157 165.6300 239.888

5jos 1.3 1.114 316.0900 352.157 97.6000 141.357

sus 1.3 1.444 243.8100 352.157 136.1300 255.612

6jos 1.3 1.444 243.8100 352.157 53.9800 101.359

sus 1.3 1.371 175.6700 240.765 95.9800 171.01

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv

Etaj γ Ω

1jos 1.3 2.293 201.6800 462.549 291.7200 869.771

sus 1.3 2.293 201.6800 462.549 61.8400 184.378

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

Page 101: Armare Grinzi+Stalpi

2jos 1.3 2.293 201.6800 462.549 166.8200 497.378

sus 1.3 1.581 292.6500 462.549 189.6100 389.596

3jos 1.3 1.581 292.6500 462.549 129.7000 266.497

sus 1.3 1.632 283.5100 462.549 151.9000 322.174

4jos 1.3 1.632 283.5100 462.549 107.9600 228.979

sus 1.3 1.561 257.9400 402.608 152.1000 308.628

5jos 1.3 1.561 257.9400 402.608 78.1200 158.514

sus 1.3 1.446 278.4400 402.608 129.2800 243.011

6jos 1.3 1.446 278.4400 402.608 78.2200 147.032

sus 1.3 1.591 167.3700 266.241 158.0800 326.901

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Tabele centralizatoare armare longitudinală stâlpi

Armare pe directie longitudinală a stalpului A-3 --> sens X pozitiv

Etaj Ω

1jos 2.675 195.2000 522.1162 238.5500 829.4880 433.188

sus 2.675 195.2000 522.1162 21.5100 74.7948 433.188

2jos 2.675 195.2000 522.1162 105.2500 365.9762 433.188

sus 2.771 188.4400 522.1162 83.9700 302.4556 433.188

3jos 2.771 188.4400 522.1162 71.3800 257.1070 433.188

sus 3.522 148.2500 522.1162 86.6000 396.4913 433.188

4jos 3.522 148.2500 522.1162 37.2800 170.6836 433.188

sus 3.806 100.0200 380.6291 70.2300 347.4411 433.188

5jos 3.806 100.0200 380.6291 7.3700 36.4608 433.188

sus 4.000 49.3200 380.6291 55.4100 288.1320 433.188

6jos 4.000 49.3200 380.6291 43.0100 223.6520 433.188

sus 4.000 36.2900 233.2727 7.2600 37.7520 433.188

7jos 4.000 36.2900 233.2727 10.7100 55.6920 433.188

sus 4.000 21.6000 233.2727 3.6100 18.7720 433.188

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Page 102: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului B-3 --> sens X pozitiv

Etaj Ω

1jos 1.314 367.6800 483.0293 288.0700 491.9771 397.681

sus 1.314 367.6800 483.0293 115.5700 197.3749 397.681

2jos 1.314 367.6800 483.0293 218.3800 372.9578 397.681

sus 1.202 402.0000 483.0293 194.4600 303.7533 397.681

3jos 1.202 402.0000 483.0293 177.9400 277.9485 397.681

sus 1.379 350.3900 483.0293 191.1800 342.6160 397.681

4jos 1.379 350.3900 483.0293 138.2000 247.6699 397.681

sus 1.328 282.9400 375.6340 164.1600 283.3226 397.681

5jos 1.328 282.9400 375.6340 93.7400 161.7852 397.681

sus 1.873 200.5100 375.6340 132.3300 322.2779 397.681

6jos 1.873 200.5100 375.6340 23.4700 57.1591 397.681

sus 2.408 103.9100 250.2561 52.6800 164.9364 397.681

7jos 2.408 103.9100 250.2561 41.7000 130.5590 397.681

sus 4.000 53.6800 250.2561 46.8400 243.5680 397.681

Armare pe directie longitudinală a stalpului 3-B --> sens Y pozitiv

Etaj Ω

1jos 1.313 359.0000 471.2766 242.3100 413.5196 397.681

sus 1.313 359.0000 471.2766 124.7600 212.9120 397.681

2jos 1.313 359.0000 471.2766 207.2600 353.7042 397.681

sus 1.206 390.6600 471.2766 190.2100 298.3003 397.681

3jos 1.206 390.6600 471.2766 174.1200 273.0668 397.681

sus 1.335 352.9200 471.2766 185.6000 322.1966 397.681

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Page 103: Armare Grinzi+Stalpi

4jos 1.335 352.9200 471.2766 142.5950 247.5411 397.681

sus 1.313 295.2600 387.8108 162.6900 277.7918 397.681

5jos 1.313 295.2600 387.8108 103.9900 177.5621 397.681

sus 1.722 225.1900 387.8108 133.2800 298.3864 397.681

6jos 1.722 225.1900 387.8108 49.5800 110.9994 397.681

sus 1.523 188.1000 286.5321 70.9100 140.4221 397.681

7jos 1.523 188.1000 286.5321 49.9700 98.9549 397.681

sus 4.000 64.5200 286.5321 55.5100 288.6520 397.681

Armare pe directie longitudinală a stalpului C-3 --> sens X pozitiv

Etaj Ω

1jos 1.193 363.8500 433.9521 266.8400 413.7269 397.681

sus 1.193 363.8500 433.9521 105.1900 163.0937 397.681

2jos 1.193 363.8500 433.9521 208.5100 323.2881 397.681

sus 1.050 413.2000 433.9521 187.2300 255.6232 397.681

3jos 1.050 413.2000 433.9521 175.7200 239.9087 397.681

sus 1.160 374.1900 433.9521 190.8300 287.6999 397.681

4jos 1.160 374.1900 433.9521 144.8900 218.4396 397.681

sus 1.123 323.4000 363.1461 174.5100 254.7446 397.681

5jos 1.123 323.4000 363.1461 103.7400 151.4366 397.681

sus 1.402 259.0000 363.1461 140.0600 255.2931 397.681

6jos 1.402 259.0000 363.1461 67.4400 122.9257 397.681

sus 1.245 213.4300 265.7410 117.1000 189.5411 397.681

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Page 104: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului D-3 --> sens X pozitiv

Etaj Ω

1jos 1.220 353.4200 431.0799 262.5300 416.2833 397.681

sus 1.220 353.4200 431.0799 98.0100 155.4105 397.681

2jos 1.220 353.4200 431.0799 199.8800 316.9417 397.681

sus 1.051 410.0900 431.0799 179.2100 244.8974 397.681

3jos 1.051 410.0900 431.0799 168.3800 230.0978 397.681

sus 1.167 369.3800 431.0799 183.6000 278.5483 397.681

4jos 1.167 369.3800 431.0799 136.7100 207.4092 397.681

sus 1.114 316.0900 352.1568 165.6300 239.8876 397.681

5jos 1.114 316.0900 352.1568 97.6000 141.3574 397.681

sus 1.444 243.8100 352.1568 136.1300 255.6123 397.681

6jos 1.444 243.8100 352.1568 53.9800 101.3587 397.681

sus 1.371 175.6700 240.7654 95.9800 171.0096 397.681

Armare pe directie longitudinală a stalpului E-3 --> sens X pozitiv

Etaj Ω

1jos 2.293 201.6800 462.5493 291.7200 869.7706 504.203

sus 2.293 201.6800 462.5493 61.8400 184.3775 504.203

2jos 2.293 201.6800 462.5493 166.8200 497.3781 504.203

sus 1.581 292.6500 462.5493 189.6100 389.5956 504.203

3jos 1.581 292.6500 462.5493 129.7000 266.4973 504.203

sus 1.632 283.5100 462.5493 151.9000 322.1742 504.203

4jos 1.632 283.5100 462.5493 107.9600 228.9791 504.203

sus 1.561 257.9400 402.6077 152.1000 308.6284 504.203

5jos 1.561 257.9400 402.6077 78.1200 158.5145 504.203

sus 1.446 278.4400 402.6077 129.2800 243.0105 504.203

6jos 1.446 278.4400 402.6077 78.2200 147.0319 504.203

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Page 105: Armare Grinzi+Stalpi

6sus 1.591 167.3700 266.2406 158.0800 326.9015 504.203

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Page 106: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv

b (mm) d (mm) η λx (mm) λ

650 570 610 40 13.333 300 1 111.452 0.8

650 570 610 40 13.333 300 1 108.447 0.8

650 570 610 40 13.333 300 1 98.45 0.8

650 570 610 40 13.333 300 1 95.525 0.8

650 570 610 40 13.333 300 1 86.459 0.8

650 570 610 40 13.333 300 1 83.534 0.8

650 570 610 40 13.333 300 1 72.763 0.8

650 570 610 40 13.333 300 1 69.838 0.8

650 570 610 40 13.333 300 1 56.448 0.8

650 570 610 40 13.333 300 1 53.523 0.8

650 570 610 40 13.333 300 1 36.696 0.8

650 570 610 40 13.333 300 1 33.778 0.8

650 570 610 40 13.333 300 1 12.28 0.8

650 570 610 40 13.333 300 1 9.355 0.8

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 285.638 0.8

600 520 560 40 13.333 300 1 283.138 0.8

600 520 560 40 13.333 300 1 249.22 0.8

600 520 560 40 13.333 300 1 234.67 0.8

600 520 560 40 13.333 300 1 197.811 0.8

600 520 560 40 13.333 300 1 187.386 0.8

600 520 560 40 13.333 300 1 144.796 0.8

600 520 560 40 13.333 300 1 141.871 0.8

600 520 560 40 13.333 300 1 101.249 0.8

600 520 560 40 13.333 300 1 98.324 0.8

600 520 560 40 13.333 300 1 60.083 0.8

600 520 560 40 13.333 300 1 57.158 0.8

600 520 560 40 13.333 300 1 15.613 0.8

ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)

ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)

Page 107: Armare Grinzi+Stalpi

600 520 560 40 13.333 300 1 12.688 0.8

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 271.779 0.8

600 520 560 40 13.333 300 1 268.854 0.8

600 520 560 40 13.333 300 1 226.605 0.8

600 520 560 40 13.333 300 1 223.68 0.8

600 520 560 40 13.333 300 1 182.891 0.8

600 520 560 40 13.333 300 1 179.966 0.8

600 520 560 40 13.333 300 1 140.426 0.8

600 520 560 40 13.333 300 1 137.501 0.8

600 520 560 40 13.333 300 1 99.233 0.8

600 520 560 40 13.333 300 1 96.245 0.8

600 520 560 40 13.333 300 1 59.364 0.8

600 520 560 40 13.333 300 1 56.439 0.8

600 520 560 40 13.333 300 1 15.388 0.8

600 520 560 40 13.333 300 1 12.463 0.8

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 253.009 0.8

600 520 560 40 13.333 300 1 250.084 0.8

600 520 560 40 13.333 300 1 211.773 0.8

600 520 560 40 13.333 300 1 208.848 0.8

600 520 560 40 13.333 300 1 170.804 0.8

ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)

ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)

Page 108: Armare Grinzi+Stalpi

600 520 560 40 13.333 300 1 167.879 0.8

600 520 560 40 13.333 300 1 129.585 0.8

600 520 560 40 13.333 300 1 126.91 0.8

600 520 560 40 13.333 300 1 88.739 0.8

600 520 560 40 13.333 300 1 85.814 0.8

600 520 560 40 13.333 300 1 47.689 0.8

600 520 560 40 13.333 300 1 44.764 0.8

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 258.39 0.8

600 520 560 40 13.333 300 1 255.403 0.8

600 520 560 40 13.333 300 1 215.393 0.8

600 520 560 40 13.333 300 1 212.468 0.8

600 520 560 40 13.333 300 1 172.801 0.8

600 520 560 40 13.333 300 1 169.876 0.8

600 520 560 40 13.333 300 1 130.608 0.8

600 520 560 40 13.333 300 1 127.683 0.8

600 520 560 40 13.333 300 1 88.745 0.8

600 520 560 40 13.333 300 1 85.82 0.8

600 520 560 40 13.333 300 1 47.384 0.8

600 520 560 40 13.333 300 1 44.459 0.8

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv

b (mm) d (mm) η λx (mm) λ

750 670 710 40 13.333 300 1 201.316 0.8

750 670 710 40 13.333 300 1 198.391 0.8

ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)

ds (mm) as (mm) fcd (N/mm2) fyd (N/mm2)

Page 109: Armare Grinzi+Stalpi

750 670 710 40 13.333 300 1 167.517 0.8

750 670 710 40 13.333 300 1 164.592 0.8

750 670 710 40 13.333 300 1 132.692 0.8

750 670 710 40 13.333 300 1 129.968 0.8

750 670 710 40 13.333 300 1 98.807 0.8

750 670 710 40 13.333 300 1 95.882 0.8

750 670 710 40 13.333 300 1 65.857 0.8

750 670 710 40 13.333 300 1 62.932 0.8

750 670 710 40 13.333 300 1 34.454 0.8

750 670 710 40 13.333 300 1 31.553 0.8

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Tabele centralizatoare armare longitudinală stâlpi

Armare pe directie longitudinală a stalpului A-3 --> sens X pozitiv

139.315 OK DA 1982.50000 965.92000 3694.513 6Φ28/latura 877.45514

135.558 OK DA 1982.50000 939.87000 2100.9402Φ20+3Φ25/latura603.14056

123.062 OK DA 1982.50000 853.23000 2100.9402Φ20+3Φ25/latura584.48306

119.406 OK DA 1982.50000 827.88000 2100.9402Φ20+3Φ25/latura578.86028

108.074 OK DA 1982.50000 749.31000 2100.9402Φ20+3Φ25/latura560.96193

104.417 OK DA 1982.50000 723.96000 2100.9402Φ20+3Φ25/latura555.03518

90.953 OK DA 1982.50000 630.61000 2100.9402Φ20+3Φ25/latura532.57098

87.297 OK DA 1982.50000 605.26000 2100.9402Φ20+3Φ25/latura526.29704

70.561 OK DA 1982.50000 489.22000 2100.9402Φ20+3Φ25/latura496.63141

66.904 OK NU 1982.50000 463.87000 2100.9402Φ22+3Φ25/latura489.94390

45.87 OK NU 1982.50000 318.03000 2100.9402Φ20+3Φ25/latura450.02990

42.222 OK NU 1982.50000 292.74000 2100.9402Φ20+3Φ25/latura442.85876

15.35 OK NU 1982.50000 106.43000 2100.9402Φ20+3Φ25/latura387.75495

11.694 OK NU 1982.50000 81.08000 2100.9402Φ20+3Φ25/latura379.94778

xef xb>xefcondiție armare

As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

Page 110: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului B-3 --> sens X pozitiv

357.047 OK DA 1680.00000 2285.10000 1702.7433Φ20+2Φ22/latura606.74423

353.922 OK DA 1680.00000 2265.10000 1702.7433Φ20+2Φ22/latura606.55612

311.525 OK DA 1680.00000 1993.76000 1702.7433Φ20+2Φ22/latura599.06324

293.338 OK DA 1680.00000 1877.36000 1702.7433Φ20+2Φ22/latura593.02812

247.264 OK DA 1680.00000 1582.49000 1702.7433Φ20+2Φ22/latura570.16022

234.233 OK DA 1680.00000 1499.09000 1702.7433Φ20+2Φ22/latura561.72061

180.995 OK DA 1680.00000 1158.37000 1702.7433Φ20+2Φ22/latura518.21003

177.339 OK DA 1680.00000 1134.97000 1702.7433Φ20+2Φ22/latura514.68929

126.561 OK DA 1680.00000 809.99000 1702.7433Φ20+2Φ22/latura458.71697

122.905 OK DA 1680.00000 786.59000 1702.7433Φ20+2Φ22/latura454.17721

75.103 OK DA 1680.00000 480.66000 1702.7433Φ20+2Φ22/latura388.52770

71.447 OK DA 1680.00000 457.26000 1702.7433Φ20+2Φ22/latura383.02465

19.516 OK NU 1680.00000 124.90000 1702.7433Φ20+2Φ22/latura297.47249

15.859 OK NU 1680.00000 101.50000 1702.7433Φ20+2Φ22/latura290.92884

Armare pe directie longitudinală a stalpului 3-B --> sens Y pozitiv

339.723 OK DA 1680.00000 2174.23000 1702.7433Φ20+2Φ22/latura605.07176

336.067 OK DA 1680.00000 2150.83000 1702.7433Φ20+2Φ22/latura604.52240

283.256 OK DA 1680.00000 1812.84000 1702.7433Φ20+2Φ22/latura588.95332

279.6 OK DA 1680.00000 1789.44000 1702.7433Φ20+2Φ22/latura587.34689

228.614 OK DA 1680.00000 1463.13000 1702.7433Φ20+2Φ22/latura557.81340

224.958 OK DA 1680.00000 1439.73000 1702.7433Φ20+2Φ22/latura555.18407

xef xb>xefcondiție armare

As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

xef xb>xefcondiție armare

As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

Page 111: Armare Grinzi+Stalpi

175.533 OK DA 1680.00000 1123.41000 1702.7433Φ20+2Φ22/latura512.92472

171.877 OK DA 1680.00000 1100.01000 1702.7433Φ20+2Φ22/latura509.30171

124.041 OK DA 1680.00000 793.86000 1702.7433Φ20+2Φ22/latura455.59497

120.306 OK DA 1680.00000 769.96000 1702.7433Φ20+2Φ22/latura450.90927

74.205 OK DA 1680.00000 474.91000 1702.7433Φ20+2Φ22/latura387.18180

70.548 OK DA 1680.00000 451.51000 1702.7433Φ20+2Φ22/latura381.66193

19.234 OK NU 1680.00000 123.10000 1702.7433Φ20+2Φ22/latura296.97156

15.578 OK NU 1680.00000 99.70000 1702.7433Φ20+2Φ22/latura290.42265

Armare pe directie longitudinală a stalpului C-3 --> sens X pozitiv

316.261 OK DA 1680.00000 2024.07000 1702.7433Φ20+2Φ22/latura600.35683

312.605 OK DA 1680.00000 2000.67000 1702.7433Φ20+2Φ22/latura599.36825

264.716 OK DA 1680.00000 1694.18000 1702.7433Φ20+2Φ22/latura580.10077

261.059 OK DA 1680.00000 1670.78000 1702.7433Φ20+2Φ22/latura578.14726

213.505 OK DA 1680.00000 1366.43000 1702.7433Φ20+2Φ22/latura546.50476

209.848 OK DA 1680.00000 1343.03000 1702.7433Φ20+2Φ22/latura543.59259

161.981 OK DA 1680.00000 1036.68000 1702.7433Φ20+2Φ22/latura499.15308

158.638 OK DA 1680.00000 1015.28000 1702.7433Φ20+2Φ22/latura495.61040

110.923 OK DA 1680.00000 709.91000 1702.7433Φ20+2Φ22/latura438.82113

107.267 OK DA 1680.00000 686.51000 1702.7433Φ20+2Φ22/latura433.98864

59.611 OK NU 1680.00000 381.51000 1702.7433Φ20+2Φ22/latura364.74087

55.955 OK NU 1680.00000 358.11000 1702.7433Φ20+2Φ22/latura358.94781

yd*ds)

*(d-λx/2))/(fyd*ds)

xef xb>xefcondiție armare

As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

Page 112: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului D-3 --> sens X pozitiv

322.987 OK DA 1680.00000 2067.12000 1702.7433Φ20+2Φ22/latura601.99676

319.253 OK DA 1680.00000 2043.22000 1702.7433Φ20+2Φ22/latura601.11493

269.241 OK DA 1680.00000 1723.14000 1702.7433Φ20+2Φ22/latura582.42367

265.584 OK DA 1680.00000 1699.74000 1702.7433Φ20+2Φ22/latura580.55487

216.002 OK DA 1680.00000 1382.41000 1702.7433Φ20+2Φ22/latura548.45417

212.345 OK DA 1680.00000 1359.01000 1702.7433Φ20+2Φ22/latura545.58874

163.259 OK DA 1680.00000 1044.86000 1702.7433Φ20+2Φ22/latura500.49212

159.603 OK DA 1680.00000 1021.46000 1702.7433Φ20+2Φ22/latura496.63935

110.931 OK DA 1680.00000 709.96000 1702.7433Φ20+2Φ22/latura438.83138

107.275 OK DA 1680.00000 686.56000 1702.7433Φ20+2Φ22/latura433.99904

59.23 OK NU 1680.00000 379.07000 1702.7433Φ20+2Φ22/latura364.14001

55.573 OK NU 1680.00000 355.67000 1702.7433Φ20+2Φ22/latura358.33980

Armare pe directie longitudinală a stalpului E-3 --> sens X pozitiv

251.645 OK DA 2662.50000 2013.16000 2829.0042Φ25+3Φ28/latura1101.99028

247.989 OK DA 2662.50000 1983.91000 2829.0042Φ25+3Φ28/latura1097.04880

209.396 OK DA 2662.50000 1675.17000 2829.0042Φ25+3Φ28/latura1039.67283

205.74 OK DA 2662.50000 1645.92000 2829.0042Φ25+3Φ28/latura1033.74273

165.865 OK DA 2662.50000 1326.92000 2829.0042Φ25+3Φ28/latura963.51453

162.46 OK DA 2662.50000 1299.68000 2829.0042Φ25+3Φ28/latura957.04603

123.509 OK DA 2662.50000 988.07000 2829.0042Φ25+3Φ28/latura877.77070

119.853 OK DA 2662.50000 958.82000 2829.0042Φ25+3Φ28/latura869.83083

82.321 OK DA 2662.50000 658.57000 2829.0042Φ25+3Φ28/latura783.38177

78.665 OK DA 2662.50000 629.32000 2829.0042Φ25+3Φ28/latura774.47811

43.067 OK NU 2662.50000 344.54000 2829.0042Φ25+3Φ28/latura683.32000

xef xb>xefcondiție armare

As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

xef xb>xefcondiție armare

As,min (mm2) Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

Page 113: Armare Grinzi+Stalpi

39.441 OK NU 2662.50000 315.53000 2829.0042Φ25+3Φ28/latura673.57875

yd*ds)

*(d-λx/2))/(fyd*ds)

Page 114: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv

67.586207 433.188 139.315 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 135.558 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 123.062 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 119.406 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 108.074 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 104.417 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 90.953 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 87.297 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 70.561 OK DA 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 66.904 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 45.87 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 42.222 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 15.35 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura

67.586207 433.188 11.694 OK NU 1982.50000 2100.940 2Φ20+3Φ25/latura

Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv

67.586207 397.681 357.047 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 353.922 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 311.525 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 293.338 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 247.264 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 234.233 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 180.995 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 177.339 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 126.561 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 122.905 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 75.103 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 71.447 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 19.516 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

xlim (mm) xb xef xb>xefconditie armare

As,min (mm2) As,min,ef As,min,ef

xlim (mm) xb xef xb>xefconditie armare

As,min (mm2) As,min,ef As,min,ef

Page 115: Armare Grinzi+Stalpi

67.586207 397.681 15.859 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv

67.586207 397.681 339.723 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 336.067 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 283.256 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 279.6 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 228.614 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 224.958 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 175.533 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 171.877 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 124.041 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 120.306 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 74.205 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 70.548 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 19.234 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 15.578 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv

67.586207 397.681 316.261 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 312.605 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 264.716 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 261.059 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 213.505 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

xlim (mm) xb xef xb>xefconditie armare

As,min (mm2) As,min,ef As,min,ef

xlim (mm) xb xef xb>xefconditie armare

As,min (mm2) As,min,ef As,min,ef

Page 116: Armare Grinzi+Stalpi

67.586207 397.681 209.848 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 161.981 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 158.638 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 110.923 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 107.267 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 59.611 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 55.955 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv

67.586207 397.681 322.987 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 319.253 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 269.241 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 265.584 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 216.002 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 212.345 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 163.259 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 159.603 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 110.931 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 107.275 OK DA 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 59.23 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

67.586207 397.681 55.573 OK NU 1680.00000 1702.743 3Φ20+2Φ22/latura

Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv

67.586207 504.203 251.645 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 247.989 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

xlim (mm) xb xef xb>xefconditie armare

As,min (mm2) As,min,ef As,min,ef

xlim (mm) xb xef xb>xefconditie armare

As,min (mm2) As,min,ef As,min,ef

Page 117: Armare Grinzi+Stalpi

67.586207 504.203 209.396 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 205.74 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 165.865 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 162.46 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 123.509 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 119.853 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 82.321 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 78.665 OK DA 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 43.067 OK NU 2662.50000 2829.004 2Φ25+3Φ28/latura

67.586207 504.203 39.441 OK NU 2662.50000 2829.004 2Φ25+3Φ28/latura

Tabele centralizatoare armare longitudinală stâlpi

Armare pe directie transversală a stalpului A-3 --> sens X pozitiv

Etaj

1

zona cr I 125 877.455 522.116

125 1480.596 1044.232

zona cr II 125 603.141 522.116

2

zona cr I 125 584.483 522.116

125 1163.343 1044.232

zona cr II 125 578.86 522.116

3

zona cr I 125 560.962 522.116

125 1115.997 1044.232

zona cr II 125 555.035 522.116

4

zona cr I 125 532.571 522.116

125 1087.606 902.745

zona cr II 125 526.297 380.629

5

zona cr I 125 496.631 380.629

125 1022.928 761.258

zona cr II 125 489.944 380.629

6

zona cr I 125 450.03 380.629

125 939.974 613.902

zona cr II 125 442.859 233.273

7

zona cr I 125 387.755 233.273

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi

(kNm)∑MRb,grinzi (kNm)

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

Page 118: Armare Grinzi+Stalpi

7 125 830.614 466.545

zona cr II 125 379.948 233.273

Armare pe directie transversală a stalpului B-3 --> sens X pozitiv

Etaj

1

zona cr I 125 606.744 483.029

125 1213.3 966.059

zona cr II 125 606.556 483.029

2

zona cr I 125 599.063 483.029

125 1192.091 966.059

zona cr II 125 593.028 483.029

3

zona cr I 125 570.16 483.029

125 1131.881 966.059

zona cr II 125 561.721 483.029

4

zona cr I 125 518.21 483.029

125 1079.931 858.663

zona cr II 125 514.689 375.634

5

zona cr I 125 458.717 375.634

125 973.406 751.268

zona cr II 125 454.177 375.634

6

zona cr I 125 388.528 375.634

125 842.705 625.89

zona cr II 125 383.025 250.256

7

zona cr I 125 297.472 250.256

125 680.497 500.512

zona cr II 125 290.929 250.256

Armare pe directie transversală a stalpului 3-B --> sens X pozitiv

Etaj

1

zona cr I 125 605.072 471.277

125 1209.594 942.553

zona cr II 125 604.522 471.277

2

zona cr I 125 588.953 471.277

125 1176.3 942.553

zona cr II 125 587.347 471.277

zona curentă

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi

(kNm)∑MRb,grinzi (kNm)

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi

(kNm)∑MRb,grinzi (kNm)

zona curentă

zona curentă

Page 119: Armare Grinzi+Stalpi

3

zona cr I 125 557.813 471.277

125 1112.997 942.553

zona cr II 125 555.184 471.277

4

zona cr I 125 512.925 471.277

125 1068.109 859.087

zona cr II 125 509.302 387.811

5

zona cr I 125 455.595 387.811

125 964.897 775.622

zona cr II 125 450.909 387.811

6

zona cr I 125 387.182 387.811

125 838.091 674.343

zona cr II 125 381.662 286.532

7

zona cr I 125 296.972 286.532

125 678.633 573.064

zona cr II 125 290.423 286.532

Armare pe directie transversală a stalpului C-3 --> sens X pozitiv

Etaj

1

zona cr I 125 600.357 433.952

125 1199.725 867.904

zona cr II 125 599.368 433.952

2

zona cr I 125 580.101 433.952

125 1158.248 867.904

zona cr II 125 578.147 433.952

3

zona cr I 125 546.505 433.952

125 1090.097 867.904

zona cr II 125 543.593 433.952

4

zona cr I 125 499.153 433.952

125 1042.746 797.098

zona cr II 125 495.61 363.146

5

zona cr I 125 438.821 363.146

125 934.432 726.292

zona cr II 125 433.989 363.146

6

zona cr I 125 364.741 363.146

125 798.73 628.887

zona cr II 125 358.948 265.741

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi

(kNm)∑MRb,grinzi (kNm)

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

Page 120: Armare Grinzi+Stalpi

Armare pe directie transversală a stalpului D-3 --> sens X pozitiv

Etaj

1

zona cr I 125 601.997 431.08

125 1203.112 862.16

zona cr II 125 601.115 431.08

2

zona cr I 125 582.424 431.08

125 1162.979 862.16

zona cr II 125 580.555 431.08

3

zona cr I 125 548.454 431.08

125 1094.043 862.16

zona cr II 125 545.589 431.08

4

zona cr I 125 500.492 431.08

125 1046.081 783.237

zona cr II 125 496.639 352.157

5

zona cr I 125 438.831 352.157

125 935.471 704.314

zona cr II 125 433.999 352.157

6

zona cr I 125 364.14 352.157

125 798.139 592.922

zona cr II 125 358.34 240.765

Armare pe directie transversală a stalpului E-3 --> sens X pozitiv

Etaj

1

zona cr I 125 1101.99 462.549

125 2199.039 925.099

zona cr II 125 1097.049 462.549

2

zona cr I 125 1039.673 462.549

125 2073.416 925.099

zona cr II 125 1033.743 462.549

3

zona cr I 125 963.515 462.549

125 1920.561 925.099

zona cr II 125 957.046 462.549

4

zona cr I 125 877.771 462.549

125 1834.817 865.157

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi

(kNm)∑MRb,grinzi (kNm)

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

zona curentă

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi

(kNm)∑MRb,grinzi (kNm)

zona curentă

zona curentă

zona curentă

zona curentă

Page 121: Armare Grinzi+Stalpi

4

zona cr II 125 869.831 402.608

5

zona cr I 125 783.382 402.608

125 1653.213 805.215

zona cr II 125 774.478 402.608

6

zona cr I 125 683.32 402.608

125 1457.798 668.848

zona cr II 125 673.579 266.241

zona curentă

zona curentă

Page 122: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv

965.9200 3329.772 3694.513 6Φ28/latura 877.455 DA

939.8700 -1050.878 2100.940 2Φ20+3Φ25/latura 603.141 DA

853.2300 764.19 2100.940 2Φ20+3Φ25/latura 584.483 DA

827.8800 426.526 2100.940 2Φ20+3Φ25/latura 578.86 DA

749.3100 268.851 2100.940 2Φ20+3Φ25/latura 560.962 DA

723.9600 1119.543 2100.940 2Φ20+3Φ25/latura 555.035 DA

630.6100 -66.212 2100.940 2Φ20+3Φ25/latura 532.571 DA

605.2600 1005.067 2100.940 2Φ20+3Φ25/latura 526.297 DA

489.2200 -635.835 2100.940 2Φ20+3Φ25/latura 496.631 DA

463.8700 857.612 2100.940 2Φ22+3Φ25/latura 489.944 DA

318.0300 740.66 2100.940 2Φ20+3Φ25/latura 450.03 DA

292.7400 -301.367 2100.940 2Φ20+3Φ25/latura 442.859 DA

106.4300 135.853 2100.940 2Φ20+3Φ25/latura 387.755 DA

81.0800 -34.839 2100.940 2Φ20+3Φ25/latura 379.948 DA

Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv

2285.1000 851.296 1702.743 3Φ20+2Φ22/latura 606.744 DA

2265.1000 -1035.178 1702.743 3Φ20+2Φ22/latura 606.556 DA

1993.7600 149.181 1702.743 3Φ20+2Φ22/latura 599.063 DA

1877.3600 -251.119 1702.743 3Φ20+2Φ22/latura 593.028 DA

1582.4900 -258.214 1702.743 3Φ20+2Φ22/latura 570.16 DA

1499.0900 213.74 1702.743 3Φ20+2Φ22/latura 561.721 DA

1158.3700 -102.419 1702.743 3Φ20+2Φ22/latura 518.21 DA

1134.9700 149.624 1702.743 3Φ20+2Φ22/latura 514.689 DA

809.9900 -257.734 1702.743 3Φ20+2Φ22/latura 458.717 DA

786.5900 801.097 1702.743 3Φ20+2Φ22/latura 454.177 DA

480.6600 -465.38 1702.743 3Φ20+2Φ22/latura 388.528 DA

457.2600 261.707 1702.743 3Φ20+2Φ22/latura 383.025 DA

124.9000 612.737 1702.743 3Φ20+2Φ22/latura 297.472 DA

Ned (kN)As,min,nec (mm2)

As,ef (mm2) As,efMRc,stalpi

(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi

Ned (kN)As,min,nec (mm2)

As,ef (mm2) As,efMRc,stalpi

(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi

Page 123: Armare Grinzi+Stalpi

101.5000 1379.154 1702.743 3Φ20+2Φ22/latura 290.929 DA

Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv

2174.2300 363.496 1702.743 3Φ20+2Φ22/latura 605.072 DA

2150.8300 -917.998 1702.743 3Φ20+2Φ22/latura 604.522 DA

1812.8400 97.766 1702.743 3Φ20+2Φ22/latura 588.953 DA

1789.4400 -246.159 1702.743 3Φ20+2Φ22/latura 587.347 DA

1463.1300 -205.611 1702.743 3Φ20+2Φ22/latura 557.813 DA

1439.7300 127.109 1702.743 3Φ20+2Φ22/latura 555.184 DA

1123.4100 -67.973 1702.743 3Φ20+2Φ22/latura 512.925 DA

1100.0100 150.097 1702.743 3Φ20+2Φ22/latura 509.302 DA

793.8600 -135.946 1702.743 3Φ20+2Φ22/latura 455.595 DA

769.9600 669.557 1702.743 3Φ20+2Φ22/latura 450.909 DA

474.9100 -111.393 1702.743 3Φ20+2Φ22/latura 387.182 DA

451.5100 113.528 1702.743 3Φ20+2Φ22/latura 381.662 DA

123.1000 413.377 1702.743 3Φ20+2Φ22/latura 296.972 DA

99.7000 1671.385 1702.743 3Φ20+2Φ22/latura 290.423 DA

Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv

2024.0700 401.023 1702.743 3Φ20+2Φ22/latura 600.357 DA

2000.6700 -1198.332 1702.743 3Φ20+2Φ22/latura 599.368 DA

1694.1800 -35.741 1702.743 3Φ20+2Φ22/latura 580.101 DA

1670.7800 -456.036 1702.743 3Φ20+2Φ22/latura 578.147 DA

1366.4300 -341.824 1702.743 3Φ20+2Φ22/latura 546.505 DA

Ned (kN)As,min,nec (mm2)

As,ef (mm2) As,efMRc,stalpi

(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi

Ned (kN)As,min,nec (mm2)

As,ef (mm2) As,efMRc,stalpi

(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi

Page 124: Armare Grinzi+Stalpi

1343.0300 -15.872 1702.743 3Φ20+2Φ22/latura 543.593 DA

1036.6800 -162.79 1702.743 3Φ20+2Φ22/latura 499.153 DA

1015.2800 93.495 1702.743 3Φ20+2Φ22/latura 495.61 DA

709.9100 -192.552 1702.743 3Φ20+2Φ22/latura 438.821 DA

686.5100 505.103 1702.743 3Φ20+2Φ22/latura 433.989 DA

381.5100 103.223 1702.743 3Φ20+2Φ22/latura 364.741 DA

358.1100 572.246 1702.743 3Φ20+2Φ22/latura 358.948 DA

Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv

2067.1200 405.185 1702.743 3Φ20+2Φ22/latura 601.997 DA

2043.2200 -1260.473 1702.743 3Φ20+2Φ22/latura 601.115 DA

1723.1400 -92.465 1702.743 3Φ20+2Φ22/latura 582.424 DA

1699.7400 -541.377 1702.743 3Φ20+2Φ22/latura 580.555 DA

1382.4100 -417.847 1702.743 3Φ20+2Φ22/latura 548.454 DA

1359.0100 -87.968 1702.743 3Φ20+2Φ22/latura 545.589 DA

1044.8600 -242.407 1702.743 3Φ20+2Φ22/latura 500.492 DA

1021.4600 -8.584 1702.743 3Φ20+2Φ22/latura 496.639 DA

709.9600 -257.23 1702.743 3Φ20+2Φ22/latura 438.831 DA

686.5600 507.081 1702.743 3Φ20+2Φ22/latura 433.999 DA

379.0700 -30.647 1702.743 3Φ20+2Φ22/latura 364.14 DA

355.6700 457.833 1702.743 3Φ20+2Φ22/latura 358.34 DA

Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv

2013.1600 1579.484 2829.004 2Φ25+3Φ28/latura 1101.99 DA

1983.9100 -1804.944 2829.004 2Φ25+3Φ28/latura 1097.049 DA

Ned (kN)As,min,nec (mm2)

As,ef (mm2) As,efMRc,stalpi

(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi

Ned (kN)As,min,nec (mm2)

As,ef (mm2) As,efMRc,stalpi

(kNm)∑MRc,stalpi>=1.3*∑MRb,grinzi

Page 125: Armare Grinzi+Stalpi

1675.1700 47.259 2829.004 2Φ25+3Φ28/latura 1039.673 DA

1645.9200 -458.566 2829.004 2Φ25+3Φ28/latura 1033.743 DA

1326.9200 -711.751 2829.004 2Φ25+3Φ28/latura 963.515 DA

1299.6800 -401.728 2829.004 2Φ25+3Φ28/latura 957.046 DA

988.0700 -461.358 2829.004 2Φ25+3Φ28/latura 877.771 DA

958.8200 -24.688 2829.004 2Φ25+3Φ28/latura 869.831 DA

658.5700 -332.157 2829.004 2Φ25+3Φ28/latura 783.382 DA

629.3200 133.422 2829.004 2Φ25+3Φ28/latura 774.478 DA

344.5400 122.986 2829.004 2Φ25+3Φ28/latura 683.32 DA

315.5300 1069.096 2829.004 2Φ25+3Φ28/latura 673.579 DA

Tabele centralizatoare armare longitudinală stâlpi

Armare pe directie transversală a stalpului A-3 --> sens X pozitiv

804.505

512.265 1262.172 965.92

552.997

629.568

472.86 1265.402 853.23

623.511

629.867

472.86 1265.402 749.31

623.212

530.46

397.989 1265.402 630.61

524.211

443.509

332.47 1265.402 489.22

437.537

352.7

264.068 1265.402 318.03

347.08

261.357

Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)

Page 126: Armare Grinzi+Stalpi

195.264 1265.402 106.43

256.094

Armare pe directie transversală a stalpului B-3 --> sens X pozitiv

628.035

473.916 1071.636 2285.1

627.841

582.57

437.46 1071.636 1993.76

576.701

583.957

437.46 1071.636 1582.49

575.313

494.441

371.895 1071.636 1158.37

491.081

424.841

319.048 1071.636 809.99

420.637

346.279

259.492 1071.636 480.66

341.374

262.553

195.974 1071.636 124.9

256.777

Armare pe directie transversală a stalpului 3-B --> sens X pozitiv

612.938

462.385 1071.636 2174.23

612.381

566.304

426.817 1071.636 1812.84

564.76

Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)

Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)

Page 127: Armare Grinzi+Stalpi

566.868

426.817 1071.636 1463.13

564.196

495.059

372.31 1071.636 1123.41

491.562

439.47

329.97 1071.636 793.86

434.95

373.84

280.132 1071.636 474.91

368.51

300.929

224.612 1071.636 123.1

294.293

Armare pe directie transversală a stalpului C-3 --> sens X pozitiv

564.603

425.764 1071.636 2024.07

563.673

521.621

393.013 1071.636 1694.18

519.864

522.134

393.013 1071.636 1366.43

519.351

457.877

344.341 1071.636 1036.68

454.627

409.291

307.198 1071.636 709.91

404.784

344.619

258.024 1071.636 381.51

339.145

Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)

Page 128: Armare Grinzi+Stalpi

Armare pe directie transversală a stalpului D-3 --> sens X pozitiv

560.815

422.946 1071.636 2067.12

559.993

518.127

390.412 1071.636 1723.14

516.465

518.651

390.412 1071.636 1382.41

515.941

449.683

338.077 1071.636 1044.86

446.221

396.474

297.578 1071.636 709.96

392.108

324.615

243.041 1071.636 379.07

319.445

Armare pe directie transversală a stalpului E-3 --> sens X pozitiv

602.665

453.822 1704.876 2013.16

599.963

556.647

418.913 1704.876 1675.17

553.472

556.929

418.913 1704.876 1326.92

553.19

496.666

373.147 1704.876 988.07

Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)

Mdc,stalpi (kNm) VEd (kN) VRd,max (kN) NEd (kN)

Page 129: Armare Grinzi+Stalpi

492.174

457.866

343.595 1704.876 658.57

452.662

376.215

281.912 1704.876 344.54

370.851

Page 130: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X pozitiv Armare pe directie transversala a stalpului A-3 --> sens X pozitiv

d final (mm) Etaj

562.41379 600

1

zona cr I

650 600

1462.5

562.41379 600 zona curenta 537.5

562.41379 600 zona cr II 650

562.41379 600

2

zona cr I

650 600

1462.5

562.41379 600 zona curenta 537.5

562.41379 600 zona cr II 650

562.41379 600

3

zona cr I

650 600

975

562.41379 600 zona curenta 1025

562.41379 600 zona cr II 650

562.41379 600

4

zona cr I

650 600

975

562.41379 600 zona curenta 1025

562.41379 600 zona cr II 650

562.41379 600

5

zona cr I

650 600

975

562.41379 600 zona curenta 1025

zona cr II 650

6

zona cr I

650 600

975

zona curenta 1025

zona cr II 650

7

zona cr I

650 600

975

zona curenta 1025

zona cr II 650

Armare pe directie longitudinala a stalpului B-3 --> sens X pozitiv Armare pe directie transversala a stalpului B-3 --> sens X pozitiv

d final (mm) Etaj

512.41379 550

1

zona cr I

600 600

1350

512.41379 550 zona curenta 700

512.41379 550 zona cr II 600

512.41379 550

2

zona cr I

600 600

1350

512.41379 550 zona curenta 700

512.41379 550 zona cr II 600

512.41379 550

3

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

512.41379 550

4

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

512.41379 550

5

zona cr I

600 600

900

hs final (mm)

hc = bst

(mm)hst (mm) lcr (mm)

hs final (mm)

hc = bst

(mm)hst (mm) lcr (mm)

Page 131: Armare Grinzi+Stalpi

512.41379 550 5 zona curenta 600 600 1150

zona cr II 600

6

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

7

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

Armare pe directie longitudinala a stalpului 3-B --> sens Y pozitiv Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv

d final (mm) Etaj

512.41379 550

1

zona cr I

600 600

1350

512.41379 550 zona curenta 700

512.41379 550 zona cr II 600

512.41379 550

2

zona cr I

600 600

1350

512.41379 550 zona curenta 700

512.41379 550 zona cr II 600

512.41379 550

3

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

512.41379 550

4

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

512.41379 550

5

zona cr I

600 600

900

512.41379 550 zona curenta 1150

zona cr II 600

6

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

7

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

Armare pe directie longitudinala a stalpului C-3 --> sens X pozitiv Armare pe directie transversala a stalpului C-3 --> sens X pozitiv

d final (mm) Etaj

512.41379 550

1

zona cr I

600 600

1350

512.41379 550 zona curenta 700

512.41379 550 zona cr II 600

512.41379 550

2

zona cr I

600 600

1350

512.41379 550 zona curenta 700

hs final (mm)

hc = bst

(mm)hst (mm) lcr (mm)

hs final (mm)

hc = bst

(mm)hst (mm) lcr (mm)

Page 132: Armare Grinzi+Stalpi

512.41379 550

2

zona cr II

600 600

600

512.41379 550

3

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

512.41379 550

4

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

5

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

6

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

Armare pe directie longitudinala a stalpului D-3 --> sens X pozitiv Armare pe directie transversala a stalpului D-3 --> sens X pozitiv

d final (mm) Etaj

512.41379 550

1

zona cr I

600 600

1350

512.41379 550 zona curenta 700

512.41379 550 zona cr II 600

512.41379 550

2

zona cr I

600 600

1350

512.41379 550 zona curenta 700

512.41379 550 zona cr II 600

512.41379 550

3

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

512.41379 550

4

zona cr I

600 600

900

512.41379 550 zona curenta 1150

512.41379 550 zona cr II 600

5

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

6

zona cr I

600 600

900

zona curenta 1150

zona cr II 600

Armare pe directie longitudinala a stalpului E-3 --> sens X pozitiv Armare pe directie transversala a stalpului E-3 --> sens X pozitiv

d final (mm) Etaj

662.41379 700

1

zona cr I

750 600

1687.5

662.41379 700 zona curenta 212.5

hs final (mm)

hc = bst

(mm)hst (mm) lcr (mm)

hs final (mm)

hc = bst

(mm)hst (mm) lcr (mm)

Page 133: Armare Grinzi+Stalpi

662.41379 700

1

zona cr II

750 600

750

662.41379 700

2

zona cr I

750 600

1687.5

662.41379 700 zona curenta 212.5

662.41379 700 zona cr II 750

662.41379 700

3

zona cr I

750 600

1125

662.41379 700 zona curenta 775

662.41379 700 zona cr II 750

662.41379 700

4

zona cr I

750 600

1125

662.41379 700 zona curenta 775

662.41379 700 zona cr II 750

5

zona cr I

750 600

1125

zona curenta 775

zona cr II 750

6

zona cr I

750 600

1125

zona curenta 775

zona cr II 750

Tabele centralizatoare armare longitudinală stâlpi

Armare pe directie transversală a stalpului A-3 --> sens X pozitiv

Etaj

1

zona cr I 0.005 406.250 505.887 565.487 5Φ12/125 0.007 0.12

zona curentă 0.0015 121.875 505.887 565.487 5Φ12/125 0.007 0.08

zona cr II 0.0035 284.375 505.887 565.487 5Φ12/125 0.007 0.08

2

zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12

zona curentă 0.0015 121.875 504.595 565.487 5Φ12/125 0.007 0.08

zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08

3

zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12

zona curentă 0.0015 121.875 465.780 565.487 5Φ12/125 0.007 0.08

zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08

4

zona cr I 0.005 406.250 392.030 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 121.875 392.030 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 284.375 392.030 452.389 4Φ12/125 0.006 0.08

5

zona cr I 0.005 406.250 327.492 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 121.875 327.492 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 284.375 327.492 392.699 5Φ10/125 0.005 0.08

6

zona cr I 0.005 406.250 260.114 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 121.875 260.114 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 284.375 260.114 314.159 4Φ10/125 0.004 0.08

7

zona cr I 0.005 406.250 192.341 452.389 4Φ12/125 0.006 0.12

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 134: Armare Grinzi+Stalpi

7 zona curentă 0.0015 121.875 192.341 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 284.375 192.341 392.699 5Φ10/150 0.005 0.08

Armare pe directie transversală a stalpului B-3 --> sens X pozitiv

Etaj

1

zona cr I 0.005 375.000 508.825 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 508.825 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 508.825 565.487 5Φ12/125 0.008 0.08

2

zona cr I 0.005 375.000 469.685 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 508.825 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 469.685 565.487 5Φ12/125 0.008 0.08

3

zona cr I 0.005 375.000 469.685 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 469.685 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 469.685 565.487 5Φ12/125 0.008 0.08

4

zona cr I 0.005 375.000 399.289 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 399.289 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 399.289 452.389 4Φ12/125 0.006 0.08

5

zona cr I 0.005 375.000 342.550 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 342.550 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 262.500 342.550 392.699 5Φ10/125 0.005 0.08

6

zona cr I 0.005 375.000 278.606 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 278.606 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 278.606 314.159 4Φ10/125 0.004 0.08

7

zona cr I 0.005 375.000 210.409 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 210.409 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 210.409 452.389 4Φ12/125 0.006 0.08

Armare pe directie transversală a stalpului 3-B --> sens X pozitiv

Etaj

1

zona cr I 0.005 375.000 496.445 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 496.445 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 496.445 565.487 5Φ12/125 0.008 0.08

2

zona cr I 0.005 375.000 458.257 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 496.445 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 458.257 565.487 5Φ12/125 0.008 0.08

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 135: Armare Grinzi+Stalpi

3

zona cr I 0.005 375.000 458.257 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 458.257 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 458.257 565.487 5Φ12/125 0.008 0.08

4

zona cr I 0.005 375.000 399.735 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 399.735 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 399.735 565.487 5Φ12/125 0.008 0.08

5

zona cr I 0.005 375.000 354.276 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 354.276 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 262.500 354.276 392.699 5Φ10/125 0.005 0.08

6

zona cr I 0.005 375.000 300.767 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 300.767 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 300.767 314.159 4Φ10/125 0.004 0.08

7

zona cr I 0.005 375.000 241.157 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 241.157 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 241.157 392.699 5Φ10/150 0.005 0.08

Armare pe directie transversală a stalpului C-3 --> sens X pozitiv

Etaj

1

zona cr I 0.005 375.000 457.127 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 457.127 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 457.127 565.487 5Φ12/125 0.008 0.08

2

zona cr I 0.005 375.000 421.963 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 457.127 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 421.963 452.389 4Φ12/125 0.006 0.08

3

zona cr I 0.005 375.000 421.963 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 421.963 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 421.963 452.389 4Φ12/125 0.006 0.08

4

zona cr I 0.005 375.000 369.706 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 369.706 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 369.706 452.389 4Φ12/125 0.006 0.08

5

zona cr I 0.005 375.000 329.827 392.699 5Φ10/150 0.005 0.12

zona curentă 0.0015 112.500 329.827 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 262.500 329.827 392.699 5Φ10/125 0.005 0.08

6

zona cr I 0.005 375.000 277.031 392.699 5Φ10/150 0.005 0.12

zona curentă 0.0015 112.500 277.031 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 277.031 314.159 4Φ10/125 0.004 0.08

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 136: Armare Grinzi+Stalpi

Armare pe directie transversală a stalpului D-3 --> sens X pozitiv

Etaj

1

zona cr I 0.005 375.000 454.101 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 454.101 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 454.101 565.487 5Φ12/125 0.008 0.08

2

zona cr I 0.005 375.000 419.170 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 454.101 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 419.170 452.389 4Φ12/125 0.006 0.08

3

zona cr I 0.005 375.000 419.170 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 419.170 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 419.170 452.389 4Φ12/125 0.006 0.08

4

zona cr I 0.005 375.000 362.980 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 362.980 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 362.980 452.389 4Φ12/125 0.006 0.08

5

zona cr I 0.005 375.000 319.498 392.699 5Φ10/150 0.005 0.12

zona curentă 0.0015 112.500 319.498 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 262.500 319.498 392.699 5Φ10/125 0.005 0.08

6

zona cr I 0.005 375.000 260.944 392.699 5Φ10/150 0.005 0.12

zona curentă 0.0015 112.500 260.944 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 260.944 314.159 4Φ10/125 0.004 0.08

Armare pe directie transversală a stalpului E-3 --> sens X pozitiv

Etaj

1

zona cr I 0.005 468.750 382.840 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 382.840 452.389 4Φ12/125 0.005 0.08

zona cr II 0.0035 328.125 382.840 452.389 4Φ12/125 0.005 0.08

2

zona cr I 0.005 468.750 353.391 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 382.840 452.389 4Φ12/125 0.005 0.08

zona cr II 0.0035 328.125 353.391 392.699 5Φ10/125 0.004 0.08

3

zona cr I 0.005 468.750 353.391 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 353.391 392.699 5Φ10/125 0.004 0.08

zona cr II 0.0035 328.125 353.391 392.699 5Φ10/125 0.004 0.08

4

zona cr I 0.005 468.750 314.784 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 314.784 392.699 5Φ10/125 0.004 0.08

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 137: Armare Grinzi+Stalpi

4

zona cr II 0.0035 328.125 314.784 392.699 5Φ10/125 0.004 0.08

5

zona cr I 0.005 468.750 289.854 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 289.854 314.159 4Φ10/125 0.003 0.08

zona cr II 0.0035 328.125 289.854 392.699 5Φ10/125 0.004 0.08

6

zona cr I 0.005 468.750 237.818 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 237.818 314.159 4Φ10/125 0.003 0.08

zona cr II 0.0035 328.125 237.818 392.699 5Φ10/125 0.004 0.08

Page 138: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X pozitiv

d (mm) z (mm)

2650 3250 600 586 527.4 522 125 550 40

2650 3250 600 586 527.4 522 125 550 40

2650 3250 600 586 527.4 522 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

2650 3250 600 587.5 528.75 525 125 550 40

Armare pe directie transversala a stalpului B-3 --> sens X pozitiv

d (mm) z (mm)

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

lcl (mm)h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

lcl (mm)h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Page 139: Armare Grinzi+Stalpi

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv

d (mm) z (mm)

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

Armare pe directie transversala a stalpului C-3 --> sens X pozitiv

d (mm) z (mm)

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

lcl (mm)h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

lcl (mm)h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Page 140: Armare Grinzi+Stalpi

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

Armare pe directie transversala a stalpului D-3 --> sens X pozitiv

d (mm) z (mm)

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

2650 3250 600 539 485.1 478 125 500 40

Armare pe directie transversala a stalpului E-3 --> sens X pozitiv

d (mm) z (mm)

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

lcl (mm)h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

lcl (mm)h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Page 141: Armare Grinzi+Stalpi

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

2650 3250 600 686 617.4 622 125 650 40

Page 142: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X pozitiv

28 28 1.3 877.455 522.116 804.505

28 28 1.3 1480.596 1044.23241 512.265

28 28 1.3 603.141 522.116 552.997

25 25 1.2 584.483 522.116 629.568

25 25 1.2 1163.343 1044.23241 472.86

25 25 1.2 578.86 522.116 623.511

25 25 1.2 560.962 522.116 629.867

25 25 1.2 1115.997 1044.23241 472.86

25 25 1.2 555.035 522.116 . 623.212

25 25 1.2 532.571 522.116 530.46

25 25 1.2 1087.606 902.745288 397.989

25 25 1.2 526.297 380.629 524.211

25 25 1.2 496.631 380.629 443.509

25 25 1.2 1022.928 761.258165 332.47

25 25 1.2 489.944 380.629 437.537

25 25 1.2 450.03 380.629 352.7

25 25 1.2 939.974 613.901762 264.068

25 25 1.2 442.859 233.273 347.08

25 25 1.2 387.755 233.273 261.357

25 25 1.2 830.614 466.545359 195.264

25 25 1.2 379.948 233.273 256.094

Armare pe directie transversala a stalpului B-3 --> sens X pozitiv

22 22 1.3 606.744 483.029 628.035

22 22 1.3 1213.300 966.058591 473.916

22 22 1.3 606.556 483.029 627.841

22 22 1.2 599.063 483.029 582.57

22 22 1.2 1192.091 966.058591 437.46

22 22 1.2 593.028 483.029 576.701

22 22 1.2 570.16 483.029 583.957

22 22 1.2 1131.881 966.058591 437.46

22 22 1.2 561.721 483.029 . 575.313

22 22 1.2 518.21 483.029 494.441

22 22 1.2 1079.931 858.663246 371.895

22 22 1.2 514.689 375.634 491.081

22 22 1.2 458.717 375.634 424.841

Φ long (mm) d bl (mm) γ RdMRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN)

Φ long (mm) d bl (mm) γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN)

Page 143: Armare Grinzi+Stalpi

22 22 1.2 973.406 751.267901 319.048

22 22 1.2 454.177 375.634 420.637

22 22 1.2 388.528 375.634 346.279

22 22 1.2 842.705 625.89008 259.492

22 22 1.2 383.025 250.256 341.374

22 22 1.2 297.472 250.256 262.553

22 22 1.2 680.497 500.512258 195.974

22 22 1.2 290.929 250.256 256.777

Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv

22 22 1.3 605.072 471.277 612.938

22 22 1.3 1209.594 942.553194 462.385

22 22 1.3 604.522 471.277 612.381

22 22 1.2 588.953 471.277 566.304

22 22 1.2 1176.300 942.553194 426.817

22 22 1.2 587.347 471.277 564.76

22 22 1.2 557.813 471.277 566.868

22 22 1.2 1112.997 942.553194 426.817

22 22 1.2 555.184 471.277 . 564.196

22 22 1.2 512.925 471.277 495.059

22 22 1.2 1068.109 859.087361 372.31

22 22 1.2 509.302 387.811 491.562

22 22 1.2 455.595 387.811 439.47

22 22 1.2 964.897 775.621527 329.97

22 22 1.2 450.909 387.811 434.95

22 22 1.2 387.182 387.811 373.84

22 22 1.2 838.091 674.342863 280.132

22 22 1.2 381.662 286.532 368.51

22 22 1.2 296.972 286.532 300.929

22 22 1.2 678.633 573.064199 224.612

22 22 1.2 290.423 286.532 294.293

Armare pe directie transversala a stalpului C-3 --> sens X pozitiv

22 22 1.3 600.357 433.952 564.603

22 22 1.3 1199.725 867.90424 425.764

22 22 1.3 599.368 433.952 563.673

22 22 1.2 580.101 433.952 521.621

22 22 1.2 1158.248 867.90424 393.013

Φ long (mm) d bl (mm) γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN)

Φ long (mm) d bl (mm) γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN)

Page 144: Armare Grinzi+Stalpi

22 22 1.2 578.147 433.952 519.864

22 22 1.2 546.505 433.952 522.134

22 22 1.2 1090.097 867.90424 393.013

22 22 1.2 543.593 433.952 . 519.351

22 22 1.2 499.153 433.952 457.877

22 22 1.2 1042.746 797.09824 344.341

22 22 1.2 495.61 363.146 454.627

22 22 1.2 438.821 363.146 409.291

22 22 1.2 934.432 726.292239 307.198

22 22 1.2 433.989 363.146 404.784

22 22 1.2 364.741 363.146 344.619

22 22 1.2 798.730 628.887159 258.024

22 22 1.2 358.948 265.741 339.145

Armare pe directie transversala a stalpului D-3 --> sens X pozitiv

22 22 1.3 601.997 431.080 560.815

22 22 1.3 1203.112 862.159838 422.946

22 22 1.3 601.115 431.080 559.993

22 22 1.2 582.424 431.080 518.127

22 22 1.2 1162.979 862.159838 390.412

22 22 1.2 580.555 431.080 516.465

22 22 1.2 548.454 431.080 518.651

22 22 1.2 1094.043 862.159838 390.412

22 22 1.2 545.589 431.080 . 515.941

22 22 1.2 500.492 431.080 449.683

22 22 1.2 1046.081 783.236748 338.077

22 22 1.2 496.639 352.157 446.221

22 22 1.2 438.831 352.157 396.474

22 22 1.2 935.471 704.313657 297.578

22 22 1.2 433.999 352.157 392.108

22 22 1.2 364.14 352.157 324.615

22 22 1.2 798.139 592.922206 243.041

22 22 1.2 358.34 240.765 319.445

Armare pe directie transversala a stalpului E-3 --> sens X pozitiv

28 28 1.3 1101.99 462.549 602.665

28 28 1.3 2199.039 925.098506 453.822

Φ long (mm) d bl (mm) γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN)

Φ long (mm) d bl (mm) γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN)

Page 145: Armare Grinzi+Stalpi

28 28 1.3 1097.049 462.549 599.963

28 28 1.2 1039.673 462.549 556.647

28 28 1.2 2073.416 925.098506 418.913

28 28 1.2 1033.743 462.549 553.472

28 28 1.2 963.515 462.549 556.929

28 28 1.2 1920.561 925.098506 418.913

28 28 1.2 957.046 462.549 . 553.19

28 28 1.2 877.771 462.549 496.666

28 28 1.2 1834.817 865.156918 373.147

28 28 1.2 869.831 402.608 492.174

28 28 1.2 783.382 402.608 457.866

28 28 1.2 1653.213 805.21533 343.595

28 28 1.2 774.478 402.608 452.662

28 28 1.2 683.32 402.608 376.215

28 28 1.2 1457.798 668.848218 281.912

28 28 1.2 673.579 266.241 370.851

Page 146: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X pozitiv

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.003 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 2.5 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 2.196 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 1.848 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 1.434 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.932 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.312 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

Armare pe directie transversala a stalpului B-3 --> sens X pozitiv

ctgθ = 45

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.008 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 6.952 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 5.518 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 4.039 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

ctgθ=tgθ => θ=45 α cw δ cp fcd (N/mm2) fyd (N/mm2)

fywd

(N/mm2) ν1 C Rd,c γ c

α cw δ cpfcd

(N/mm^2)fyd

(N/mm^2)fywd

(N/mm^2) ν1 C Rd,c γ c

Page 147: Armare Grinzi+Stalpi

1 1.0000 2.824 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 1.676 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.435 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv

ctgθ = 45

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.008 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 6.321 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 5.102 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 3.917 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 2.768 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 1.656 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.429 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

Armare pe directie transversala a stalpului C-3 --> sens X pozitiv

ctgθ = 45

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.007 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 5.907 13.34 300 240 0.552 0.12 1.5

α cw δ cpfcd

(N/mm^2)fyd

(N/mm^2)fywd

(N/mm^2) ν1 C Rd,c γ c

α cw δ cpfcd

(N/mm^2)fyd

(N/mm^2)fywd

(N/mm^2) ν1 C Rd,c γ c

Page 148: Armare Grinzi+Stalpi

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 4.764 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 3.615 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 2.475 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 1.33 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

Armare pe directie transversala a stalpului D-3 --> sens X pozitiv

ctgθ = 45

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.007 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 6.008 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 4.82 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 3.643 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 2.475 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 1.322 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

Armare pe directie transversala a stalpului E-3 --> sens X pozitiv

ctgθ = 45

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.004 13.34 300 240 0.552 0.12 1.5

α cw δ cpfcd

(N/mm^2)fyd

(N/mm^2)fywd

(N/mm^2) ν1 C Rd,c γ c

α cw δ cpfcd

(N/mm^2)fyd

(N/mm^2)fywd

(N/mm^2) ν1 C Rd,c γ c

Page 149: Armare Grinzi+Stalpi

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 3.591 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 2.844 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 2.118 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 1.412 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

1 1.0000 0.739 13.34 300 240 0.552 0.12 1.5

1 13.34 300 240 0.552 0.12 1.5

Page 150: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X pozitiv

K

1.584 0.15 20

1.584 0.15 20 1262.172 290.803 965.92 119.043 0.3121 0.0323

1.584 0.15 20 DA

1.583 0.15 20

1.583 0.15 20 1265.402 370.798 853.23 262.322 0.3119 0.0154

1.583 0.15 20 DA

1.583 0.15 20

1.583 0.15 20 1265.402 353.355 749.31 244.878 0.3119 0.0154

1.583 0.15 20 DA

1.583 0.15 20

1.583 0.15 20 1265.402 301.973 630.61 224.953 0.3119 0.0099

1.583 0.15 20 DA

1.583 0.15 20

1.583 0.15 20 1265.4 278.24 489.22 201.22 0.3119 0.0099

1.583 0.15 20 DA

1.583 0.15 20

1.583 0.15 20 1265.402 249.504 318.03 172.484 0.3119 0.0099

1.583 0.15 20 DA

1.583 0.15 20

1.583 0.15 20 1265.402 213.985 106.43 136.966 0.3119 0.0099

1.583 0.15 20 DA

Armare pe directie transversala a stalpului B-3 --> sens X pozitiv

K

1.609 0.15 20

1.609 0.15 20 1071.636 265.089 2285.10 103.714 0.3195 0.0381

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 544.242 1993.76 440.557 0.3195 0.0182

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 474.679 1582.49 370.993 0.3195 0.0182

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 374.327 1158.37 299.257 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

K1 fck (N/mm^2)VRd,max

(kN) VRd,c (kN) NEd (kN)VRd,c min

(kN) νmin (kN) ρlong

K1 fck (N/mm^2)VRd,max

(kN) VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong

Page 151: Armare Grinzi+Stalpi

1.609 0.15 20 1071.64 315.402 809.99 240.331 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 259.698 480.66 184.627 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 199.524 124.90 124.453 0.3195 0.0117

1.609 0.15 20 DA

Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv

K

1.609 0.15 20

1.609 0.15 20 1071.636 265.070 2174.23 103.695 0.3195 0.0381

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 513.64 1812.84 409.955 0.3195 0.0182

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 454.49 1463.13 350.805 0.3195 0.0182

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 368.414 1123.41 293.344 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.64 312.673 793.86 237.603 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 258.725 474.91 183.655 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 199.219 123.10 124.149 0.3195 0.0117

1.609 0.15 20 DA

Armare pe directie transversala a stalpului C-3 --> sens X pozitiv

K

1.609 0.15 20

1.609 0.15 20 1071.636 265.045 2024.07 103.67 0.3195 0.0381

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 493.57 1694.18 389.885 0.3195 0.0182

K1 fck (N/mm^2)VRd,max

(kN) VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong

K1 fck (N/mm^2)VRd,max

(kN) VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong

Page 152: Armare Grinzi+Stalpi

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 438.134 1366.43 334.449 0.3195 0.0182

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 353.744 1036.68 278.674 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.64 298.474 709.91 223.403 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 242.928 381.51 167.857 0.3195 0.0117

1.609 0.15 20 DA

Armare pe directie transversala a stalpului D-3 --> sens X pozitiv

K

1.609 0.15 20

1.609 0.15 20 1071.636 265.052 2067.12 103.677 0.3195 0.0381

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 498.468 1723.14 394.783 0.3195 0.0182

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 440.837 1382.41 337.151 0.3195 0.0182

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 355.128 1044.86 280.057 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.64 298.482 709.96 223.412 0.3195 0.0117

1.609 0.15 20 DA

1.609 0.15 20

1.609 0.15 20 1071.636 242.515 379.07 167.444 0.3195 0.0117

1.609 0.15 20 DA

Armare pe directie transversala a stalpului E-3 --> sens X pozitiv

K

1.54 0.15 20

1.54 0.15 20 1704.876 345.556 2013.16 154.229 0.2991 0.0239

K1 fck (N/mm^2)VRd,max

(kN) VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong

K1 fck (N/mm^2)VRd,max

(kN) VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong

Page 153: Armare Grinzi+Stalpi

1.54 0.15 20 DA

1.54 0.15 20

1.54 0.15 20 1704.876 547.114 1675.17 431.026 0.2991 0.0114

1.54 0.15 20 DA

1.54 0.15 20

1.54 0.15 20 1704.876 489.502 1326.92 373.414 0.2991 0.0114

1.54 0.15 20 DA

1.54 0.15 20

1.54 0.15 20 1704.876 396.126 988.07 317.357 0.2991 0.0073

1.54 0.15 20 DA

1.54 0.15 20

1.54 0.15 20 1704.88 341.615 658.57 262.846 0.2991 0.0073

1.54 0.15 20 DA

1.54 0.15 20

1.54 0.15 20 1704.876 289.664 344.54 210.895 0.2991 0.0073

1.54 0.15 20 DA

Page 154: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X pozitiv

Asw,nec

0.005 406.250 505.887 565.487 5Φ12/125 0.0070 0.12

0.0015 121.875 505.887 565.487 5Φ12/125 0.0070 0.08

0.0035 284.375 505.887 565.487 5Φ12/125 0.0070 0.08

Asw,nec

0.005 406.250 465.780 565.487 5Φ12/125 0.0070 0.12

0.0015 121.875 504.595 565.487 5Φ12/125 0.0070 0.08

0.0035 284.375 465.780 565.487 5Φ12/125 0.0070 0.08

Asw,nec

0.005 406.250 465.780 565.487 5Φ12/125 0.0070 0.12

0.0015 121.875 465.780 565.487 5Φ12/125 0.0070 0.08

0.0035 284.375 465.780 565.487 5Φ12/125 0.0070 0.08

Asw,nec

0.005 406.250 392.030 452.389 4Φ12/125 0.0056 0.12

0.0015 121.875 392.030 452.389 4Φ12/125 0.0056 0.08

0.0035 284.375 392.030 452.389 4Φ12/125 0.0056 0.08

Asw,nec

0.005 406.250 327.492 452.389 4Φ12/125 0.0056 0.12

0.0015 121.875 327.492 392.699 5Φ10/125 0.0048 0.08

0.0035 284.375 327.492 392.699 5Φ10/125 0.0048 0.08

Asw,nec

0.005 406.250 260.114 452.389 4Φ12/125 0.0056 0.12

0.0015 121.875 260.114 314.159 4Φ10/125 0.0039 0.08

0.0035 284.375 260.114 314.159 4Φ10/125 0.0039 0.08

Asw,ρmin

0.005 406.250 192.341 452.389 4Φ12/125 0.0056 0.12

0.0015 121.875 192.341 314.159 4Φ10/125 0.0039 0.08

0.0035 284.375 192.341 392.699 5Φ10/150 0.0048 0.08

Armare pe directie transversala a stalpului B-3 --> sens X pozitiv

Asw,nec

0.005 375.000 508.825 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 508.825 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 508.825 565.487 5Φ12/125 0.0075 0.08

Asw,ρmin

0.005 375.000 469.685 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 508.825 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 469.685 565.487 5Φ12/125 0.0075 0.08

Asw,ρmin

0.005 375.000 469.685 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 469.685 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 469.685 565.487 5Φ12/125 0.0075 0.08

Asw,ρmin

0.005 375.000 399.289 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 399.289 452.389 4Φ12/125 0.0060 0.08

0.0035 262.500 399.289 452.389 4Φ12/125 0.0060 0.08

Asw,nec

0.005 375.000 342.550 452.389 4Φ12/125 0.0060 0.12

VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec (mm2) As,ef (mm2) Φetr ρw ωmin

VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin

Page 155: Armare Grinzi+Stalpi

Asw,nec 0.0015 112.500 342.550 392.699 5Φ10/125 0.0052 0.08

0.0035 262.500 342.550 392.699 5Φ10/125 0.0052 0.08

Asw,ρmin

0.005 375.000 278.606 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 278.606 314.159 4Φ10/125 0.0042 0.08

0.0035 262.500 278.606 314.159 4Φ10/125 0.0042 0.08

Asw,ρmin

0.005 375.000 210.409 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 210.409 314.159 4Φ10/125 0.0042 0.08

0.0035 262.500 210.409 452.389 4Φ12/125 0.0060 0.08

Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv

Asw,nec

0.005 375.000 496.445 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 496.445 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 496.445 565.487 5Φ12/125 0.0075 0.08

Asw,ρmin

0.005 375.000 458.257 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 496.445 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 458.257 565.487 5Φ12/125 0.0075 0.08

Asw,ρmin

0.005 375.000 458.257 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 458.257 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 458.257 565.487 5Φ12/125 0.0075 0.08

Asw,nec

0.005 375.000 399.735 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 399.735 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 399.735 565.487 5Φ12/125 0.0075 0.08

Asw,nec

0.005 375.000 354.276 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 354.276 392.699 5Φ10/125 0.0052 0.08

0.0035 262.500 354.276 392.699 5Φ10/125 0.0052 0.08

Asw,nec

0.005 375.000 300.767 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 300.767 314.159 4Φ10/125 0.0042 0.08

0.0035 262.500 300.767 314.159 4Φ10/125 0.0042 0.08

Asw,nec

0.005 375.000 241.157 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 241.157 314.159 4Φ10/125 0.0042 0.08

0.0035 262.500 241.157 392.699 5Φ10/150 0.0052 0.08

Armare pe directie transversala a stalpului C-3 --> sens X pozitiv

Asw,nec

0.005 375.000 457.127 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 457.127 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 457.127 565.487 5Φ12/125 0.0075 0.08

Asw,ρmin

0.005 375.000 421.963 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 457.127 452.389 4Φ12/125 0.0060 0.08

VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin

VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin

Page 156: Armare Grinzi+Stalpi

Asw,ρmin

0.0035 262.500 421.963 452.389 4Φ12/125 0.0060 0.08

Asw,ρmin

0.005 375.000 421.963 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 421.963 452.389 4Φ12/125 0.0060 0.08

0.0035 262.500 421.963 452.389 4Φ12/125 0.0060 0.08

Asw,ρmin

0.005 375.000 369.706 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 369.706 452.389 4Φ12/125 0.0060 0.08

0.0035 262.500 369.706 452.389 4Φ12/125 0.0060 0.08

Asw,nec

0.005 375.000 329.827 392.699 5Φ10/150 0.0052 0.12

0.0015 112.500 329.827 392.699 5Φ10/125 0.0052 0.08

0.0035 262.500 329.827 392.699 5Φ10/125 0.0052 0.08

Asw,nec

0.005 375.000 277.031 392.699 5Φ10/150 0.0052 0.12

0.0015 112.500 277.031 314.159 4Φ10/125 0.0042 0.08

0.0035 262.500 277.031 314.159 4Φ10/125 0.0042 0.08

Armare pe directie transversala a stalpului D-3 --> sens X pozitiv

Asw,nec

0.005 375.000 454.101 565.487 5Φ12/125 0.0075 0.12

0.0015 112.500 454.101 565.487 5Φ12/125 0.0075 0.08

0.0035 262.500 454.101 565.487 5Φ12/125 0.0075 0.08

Asw,ρmin

0.005 375.000 419.170 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 454.101 452.389 4Φ12/125 0.0060 0.08

0.0035 262.500 419.170 452.389 4Φ12/125 0.0060 0.08

Asw,ρmin

0.005 375.000 419.170 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 419.170 452.389 4Φ12/125 0.0060 0.08

0.0035 262.500 419.170 452.389 4Φ12/125 0.0060 0.08

Asw,ρmin

0.005 375.000 362.980 452.389 4Φ12/125 0.0060 0.12

0.0015 112.500 362.980 452.389 4Φ12/125 0.0060 0.08

0.0035 262.500 362.980 452.389 4Φ12/125 0.0060 0.08

Asw,ρmin

0.005 375.000 319.498 392.699 5Φ10/150 0.0052 0.12

0.0015 112.500 319.498 392.699 5Φ10/125 0.0052 0.08

0.0035 262.500 319.498 392.699 5Φ10/125 0.0052 0.08

Asw,nec

0.005 375.000 260.944 392.699 5Φ10/150 0.0052 0.12

0.0015 112.500 260.944 314.159 4Φ10/125 0.0042 0.08

0.0035 262.500 260.944 314.159 4Φ10/125 0.0042 0.08

Armare pe directie transversala a stalpului E-3 --> sens X pozitiv

Asw,nec

0.005 468.750 382.840 565.487 5Φ12/125 0.0060 0.12

0.0015 140.625 382.840 452.389 4Φ12/125 0.0048 0.08

VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin

VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec (mm^2) As,ef (mm^2) Φetr ρw ωmin

Page 157: Armare Grinzi+Stalpi

Asw,nec

0.0035 328.125 382.840 452.389 4Φ12/125 0.0048 0.08

Asw,ρmin

0.005 468.750 353.391 565.487 5Φ12/125 0.0060 0.12

0.0015 140.625 382.840 452.389 4Φ12/125 0.0048 0.08

0.0035 328.125 353.391 392.699 5Φ10/125 0.0042 0.08

Asw,ρmin

0.005 468.750 353.391 565.487 5Φ12/125 0.0060 0.12

0.0015 140.625 353.391 392.699 5Φ10/125 0.0042 0.08

0.0035 328.125 353.391 392.699 5Φ10/125 0.0042 0.08

Asw,ρmin

0.005 468.750 314.784 565.487 5Φ12/125 0.0060 0.12

0.0015 140.625 314.784 392.699 5Φ10/125 0.0042 0.08

0.0035 328.125 314.784 392.699 5Φ10/125 0.0042 0.08

Asw,nec

0.005 468.750 289.854 565.487 5Φ12/125 0.0060 0.12

0.0015 140.625 289.854 314.159 4Φ10/125 0.0034 0.08

0.0035 328.125 289.854 392.699 5Φ10/125 0.0042 0.08

Asw,ρmin

0.005 468.750 237.818 565.487 5Φ12/125 0.0060 0.12

0.0015 140.625 237.818 314.159 4Φ10/125 0.0034 0.08

0.0035 328.125 237.818 392.699 5Φ10/125 0.0042 0.08

Page 158: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X pozitiv

0.39 550 500 DA DA 572.616 DA

0.39 550 500 DA DA 572.616 DA

0.39 550 500 DA DA 572.616 DA

0.39 551.5 501.5 DA DA 574.082 DA

0.39 550.5 501.5 DA DA 574.082 DA

0.39 550.5 501.5 DA DA 574.082 DA

0.39 550.5 501.5 DA DA 574.082 DA

0.39 550.5 501.5 DA DA 574.082 DA

0.39 550.5 501.5 DA DA 574.082 DA

0.31 551.5 501.5 DA DA 459.266 DA

0.31 551.5 501.5 DA DA 459.266 DA

0.31 551.5 501.5 DA DA 459.266 DA

0.31 551.5 501.5 DA DA 459.266 DA

0.27 551.5 502.5 DA DA 398.668 DA

0.27 552.5 502.5 DA DA 398.668 DA

0.31 551.5 501.5 DA DA 459.266 DA

0.21 552.5 502.5 DA DA 318.934 DA

0.21 552.5 502.5 DA DA 318.934 DA

0.31 551.5 501.5 DA DA 459.266 DA

0.21 552.5 502.5 DA DA 318.934 DA

0.27 552.5 502.5 DA DA 398.668 DA

Armare pe directie transversala a stalpului B-3 --> sens X pozitiv

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.32 503 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd

ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd

Page 159: Armare Grinzi+Stalpi

0.28 503 504 DA DA 365.757 DA

0.28 504 504 DA DA 365.757 DA

0.32 503 503 DA DA 421.352 DA

0.22 504 504 DA DA 292.605 DA

0.22 504 504 DA DA 292.605 DA

0.32 503 503 DA DA 421.352 DA

0.22 504 504 DA DA 292.605 DA

0.32 504 504 DA DA 421.352 DA

Armare pe directie transversala a stalpului B-3 --> sens Ypozitiv

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 502 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.32 503 503 DA DA 421.352 DA

0.28 503 504 DA DA 365.757 DA

0.28 504 504 DA DA 365.757 DA

0.32 503 503 DA DA 421.352 DA

0.22 504 504 DA DA 292.605 DA

0.22 504 504 DA DA 292.605 DA

0.32 503 503 DA DA 421.352 DA

0.22 504 504 DA DA 292.605 DA

0.28 504 504 DA DA 365.757 DA

Armare pe directie transversala a stalpului C-3 --> sens X pozitiv

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.32 503 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd

ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd

Page 160: Armare Grinzi+Stalpi

0.32 502 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.28 503 503 DA DA 365.757 DA

0.28 503 504 DA DA 365.757 DA

0.28 504 504 DA DA 365.757 DA

0.28 503 503 DA DA 365.757 DA

0.22 504 504 DA DA 292.605 DA

0.22 504 504 DA DA 292.605 DA

Armare pe directie transversala a stalpului D-3 --> sens X pozitiv

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.40 503 503 DA DA 526.69 DA

0.32 503 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 502 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.32 503 503 DA DA 421.352 DA

0.28 503 503 DA DA 365.757 DA

0.28 503 504 DA DA 365.757 DA

0.28 504 504 DA DA 365.757 DA

0.28 503 503 DA DA 365.757 DA

0.22 504 504 DA DA 292.605 DA

0.22 504 504 DA DA 292.605 DA

Armare pe directie transversala a stalpului E-3 --> sens X pozitiv

0.36 650 500 DA DA 670.332 DA

0.29 650 500 DA DA 536.266 DA

ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd

ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin VRds (kN) VRd,s > VEd

Page 161: Armare Grinzi+Stalpi

0.29 650 500 DA DA 536.266 DA

0.36 650 500 DA DA 670.332 DA

0.29 649 500 DA DA 536.266 DA

0.25 649 500 DA DA 465.509 DA

0.36 649 500 DA DA 670.332 DA

0.25 649 500 DA DA 465.509 DA

0.25 649 500 DA DA 465.509 DA

0.36 650 500 DA DA 670.332 DA

0.25 650 500 DA DA 465.509 DA

0.25 650 500 DA DA 465.509 DA

0.36 650 500 DA DA 670.332 DA

0.20 650 501 DA DA 372.407 DA

0.25 651 501 DA DA 465.509 DA

0.36 650 500 DA DA 670.332 DA

0.20 651 501 DA DA 372.407 DA

0.25 651 501 DA DA 465.509 DA

Page 162: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X negativ

Etaj γ Ω

1jos 1.3 2.675 195.2000 522.116 282.3800 981.894

sus 1.3 2.675 195.2000 522.116 65.8600 229.009

2jos 1.3 2.675 195.2000 522.116 187.5100 652.011

sus 1.3 2.771 188.4400 522.116 160.0600 576.528

3jos 1.3 2.771 188.4400 522.116 160.0600 576.528

sus 1.3 3.522 148.2500 522.116 178.7700 818.485

4jos 1.3 3.522 148.2500 522.116 123.0200 563.237

sus 1.3 3.806 100.0200 380.629 168.7900 835.036

5jos 1.3 3.806 100.0200 380.629 89.9500 445

sus 1.3 4.000 49.3200 380.629 137.9500 717.34

6jos 1.3 4.000 49.3200 380.629 60.5000 314.6

sus 1.3 4.000 36.2900 233.273 114.6200 596.024

7jos 1.3 4.000 36.2900 233.273 21.6100 112.372

sus 1.3 4.000 21.6000 233.273 60.9400 316.888

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului B-3 --> sens X negativ

Etaj γ Ω

1jos 1.3 1.314 367.6800 483.029 293.7000 501.592

sus 1.3 1.314 367.6800 483.029 134.5400 229.773

2jos 1.3 1.314 367.6800 483.029 246.8900 421.648

sus 1.3 1.202 402.0000 483.029 225.2800 351.895

3jos 1.3 1.202 402.0000 483.029 208.5400 325.747

sus 1.3 1.379 350.3900 483.029 235.0800 421.29

4jos 1.3 1.379 350.3900 483.029 172.2800 308.745

sus 1.3 1.328 282.9400 375.634 202.6400 349.735

5jos 1.3 1.328 282.9400 375.634 132.1900 228.146

sus 1.3 1.873 200.5100 375.634 158.8400 386.841

6jos 1.3 1.873 200.5100 375.634 80.5700 196.221

sus 1.3 2.408 103.9100 250.256 130.1300 407.425

7jos 1.3 2.408 103.9100 250.256 5.0000 15.655

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

Page 163: Armare Grinzi+Stalpi

7sus 1.3 4.000 53.6800 250.256 6.4600 33.592

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ

Etaj γ Ω

1jos 1.3 1.169 403.2800 471.277 272.7300 414.329

sus 1.3 1.169 403.2800 471.277 129.0400 196.036

2jos 1.3 1.169 403.2800 471.277 226.5400 344.158

sus 1.3 1.043 451.9800 471.277 207.4700 281.226

3jos 1.3 1.043 451.9800 471.277 194.0900 263.089

sus 1.3 1.143 412.3100 471.277 207.1000 307.734

4jos 1.3 1.143 412.3100 471.277 169.2500 251.492

sus 1.3 1.138 340.8900 387.811 183.9200 272.006

5jos 1.3 1.138 340.8900 387.811 112.4200 166.262

sus 1.3 1.403 276.3400 387.811 143.2400 261.327

6jos 1.3 1.745 222.1900 387.811 68.3400 155.065

sus 1.3 1.290 222.1900 286.532 110.0200 184.444

7jos 1.3 1.290 222.1900 286.532 8.1000 13.579

sus 1.3 4.000 32.2300 286.532 2.9700 15.444

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului C-3 --> sens X negativ

Etaj γ Ω

1jos 1.3 1.193 363.8500 433.952 274.9300 426.27

sus 1.3 1.193 363.8500 433.952 103.9200 161.125

2jos 1.3 1.193 363.8500 433.952 207.1900 321.241

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

Page 164: Armare Grinzi+Stalpi

2sus 1.3 1.050 413.2000 433.952 186.9100 255.186

3jos 1.3 1.050 413.2000 433.952 181.8000 248.21

sus 1.3 1.160 374.1900 433.952 188.6900 284.474

4jos 1.3 1.160 374.1900 433.952 137.3800 207.117

sus 1.3 1.123 323.4000 363.146 168.6700 246.22

5jos 1.3 1.123 323.4000 363.146 84.4900 123.336

sus 1.3 1.402 259.0000 363.146 134.9500 245.979

6jos 1.3 1.402 259.0000 363.146 50.2000 91.502

sus 1.3 1.245 213.4300 265.741 93.4700 151.293

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului D-3 --> sens X negativ

Etaj γ Ω

1jos 1.3 1.220 353.4200 431.080 281.5800 446.49

sus 1.3 1.220 353.4200 431.080 114.3600 181.336

2jos 1.3 1.220 353.4200 431.080 217.3500 344.643

sus 1.3 1.051 410.0900 431.080 194.0100 265.122

3jos 1.3 1.051 410.0900 431.080 175.8500 240.306

sus 1.3 1.167 369.3800 431.080 192.4200 291.929

4jos 1.3 1.167 369.3800 431.080 140.3300 212.901

sus 1.3 1.114 316.0900 352.157 171.6100 248.549

5jos 1.3 1.114 316.0900 352.157 93.9400 136.056

sus 1.3 1.444 243.8100 352.157 132.1900 248.214

6jos 1.3 1.444 243.8100 352.157 52.5500 98.674

sus 1.3 1.371 175.6700 240.765 100.4500 178.974

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului E-3 --> sens X negativ

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

Page 165: Armare Grinzi+Stalpi

Etaj γ Ω

1jos 1.3 2.293 201.6800 462.549 254.6500 759.245sus 1.3 2.293 201.6800 462.549 55.6500 165.922

2jos 1.3 2.293 201.6800 462.549 78.8200 235.004sus 1.3 1.581 292.6500 462.549 61.7800 126.941

3jos 1.3 1.581 292.6500 462.549 40.4000 83.011sus 1.3 1.632 283.5100 462.549 62.9900 133.599

4jos 1.3 1.632 283.5100 462.549 7.2200 15.313sus 1.3 1.561 257.9400 402.608 51.0600 103.607

5jos 1.3 1.561 257.9400 402.608 10.0000 20.291sus 1.3 1.446 278.4400 402.608 53.9600 101.43

6jos 1.3 1.446 278.4400 402.608 69.7800 131.167sus 1.3 1.591 167.3700 266.241 36.6500 75.79

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Tabele centralizatoare armare longitudinală stâlpi Armare pe directie longitudinală a stalpului A-3 --> sens X negativ

Etaj Ω

1jos 2.675 195.2000 522.1162 282.3800 981.8941 433.188

sus 2.675 195.2000 522.1162 65.8600 229.0089 433.188

2jos 2.675 195.2000 522.1162 187.5100 652.0113 433.188

sus 2.771 188.4400 522.1162 160.0600 576.5278 433.188

3jos 2.771 188.4400 522.1162 160.0600 576.5278 433.188

sus 3.522 148.2500 522.1162 178.7700 818.4845 433.188

4jos 3.522 148.2500 522.1162 123.0200 563.2375 433.188

sus 3.806 100.0200 380.6291 168.7900 835.0360 433.188

5jos 3.806 100.0200 380.6291 89.9500 444.9996 433.188

sus 4.000 49.3200 380.6291 137.9500 717.3400 433.188

6jos 4.000 49.3200 380.6291 60.5000 314.6000 433.188

sus 4.000 36.2900 233.2727 114.6200 596.0240 433.188

7jos 4.000 36.2900 233.2727 21.6100 112.3720 433.188

sus 4.000 21.6000 233.2727 60.9400 316.8880 433.188

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Page 166: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului B-3 --> sens X negativ

Etaj Ω

1jos 1.314 367.6800 483.0293 293.7000 501.5922 397.681

sus 1.314 367.6800 483.0293 134.5400 229.7726 397.681

2jos 1.314 367.6800 483.0293 246.8900 421.6483 397.681

sus 1.202 402.0000 483.0293 225.2800 351.8953 397.681

3jos 1.202 402.0000 483.0293 208.5400 325.7468 397.681

sus 1.379 350.3900 483.0293 235.0800 421.2897 397.681

4jos 1.379 350.3900 483.0293 172.2800 308.7450 397.681

sus 1.328 282.9400 375.6340 202.6400 349.7349 397.681

5jos 1.328 282.9400 375.6340 132.1900 228.1458 397.681

sus 1.873 200.5100 375.6340 158.8400 386.8406 397.681

6jos 1.873 200.5100 375.6340 80.5700 196.2210 397.681

sus 2.408 103.9100 250.2561 130.1300 407.4255 397.681

7jos 2.408 103.9100 250.2561 5.0000 15.6546 397.681

sus 4.000 53.6800 250.2561 6.4600 33.5920 397.681

Armare pe directie longitudinală a stalpului 3-B --> sens Y negativ

Etaj Ω

1jos 1.169 403.2800 471.2766 272.7300 414.3291 397.681

sus 1.169 403.2800 471.2766 129.0400 196.0365 397.681

2jos 1.169 403.2800 471.2766 226.5400 344.1577 397.681

sus 1.043 451.9800 471.2766 207.4700 281.2259 397.681

3jos 1.043 451.9800 471.2766 194.0900 263.0893 397.681

sus 1.143 412.3100 471.2766 207.1000 307.7340 397.681

4jos 1.143 412.3100 471.2766 169.2500 251.4919 397.681

sus 1.138 340.8900 387.8108 183.9200 272.0056 397.681

5jos 1.138 340.8900 387.8108 112.4200 166.2618 397.681

sus 1.403 276.3400 387.8108 143.2400 261.3267 397.681

6jos 1.745 222.1900 387.8108 68.3400 155.0650 397.681

sus 1.290 222.1900 286.5321 110.0200 184.4437 397.681

7jos 1.290 222.1900 286.5321 8.1000 13.5793 397.681

sus 4.000 32.2300 286.5321 2.9700 15.4440 397.681

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Page 167: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului C-3 --> sens X negativ

Etaj Ω

1jos 1.193 363.8500 433.9521 274.9300 426.2701 397.681

sus 1.193 363.8500 433.9521 103.9200 161.1246 397.681

2jos 1.193 363.8500 433.9521 207.1900 321.2415 397.681

sus 1.050 413.2000 433.9521 186.9100 255.1863 397.681

3jos 1.050 413.2000 433.9521 181.8000 248.2097 397.681

sus 1.160 374.1900 433.9521 188.6900 284.4735 397.681

4jos 1.160 374.1900 433.9521 137.3800 207.1174 397.681

sus 1.123 323.4000 363.1461 168.6700 246.2196 397.681

5jos 1.123 323.4000 363.1461 84.4900 123.3361 397.681

sus 1.402 259.0000 363.1461 134.9500 245.9789 397.681

6jos 1.402 259.0000 363.1461 50.2000 91.5016 397.681

sus 1.245 213.4300 265.7410 93.4700 151.2930 397.681

Armare pe directie longitudinală a stalpului D-3 --> sens X negativ

Etaj Ω

1jos 1.220 353.4200 431.0799 281.5800 446.4901 397.681

sus 1.220 353.4200 431.0799 114.3600 181.3361 397.681

2jos 1.220 353.4200 431.0799 217.3500 344.6432 397.681

sus 1.051 410.0900 431.0799 194.0100 265.1222 397.681

3jos 1.051 410.0900 431.0799 175.8500 240.3058 397.681

sus 1.167 369.3800 431.0799 192.4200 291.9295 397.681

4jos 1.167 369.3800 431.0799 140.3300 212.9013 397.681

sus 1.114 316.0900 352.1568 171.6100 248.5486 397.681

5jos 1.114 316.0900 352.1568 93.9400 136.0565 397.681

sus 1.444 243.8100 352.1568 132.1900 248.2142 397.681

6jos 1.444 243.8100 352.1568 52.5500 98.6735 397.681

sus 1.371 175.6700 240.7654 100.4500 178.9739 397.681

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Page 168: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului E-3 --> sens X negativ

Etaj Ω

1jos 2.293 201.6800 462.5493 254.6500 759.2454 504.203

sus 2.293 201.6800 462.5493 55.6500 165.9219 504.203

2jos 2.293 201.6800 462.5493 78.8200 235.0038 504.203

sus 1.581 292.6500 462.5493 61.7800 126.9406 504.203

3jos 1.581 292.6500 462.5493 40.4000 83.0107 504.203

sus 1.632 283.5100 462.5493 62.9900 133.5994 504.203

4jos 1.632 283.5100 462.5493 7.2200 15.3133 504.203

sus 1.561 257.9400 402.6077 51.0600 103.6066 504.203

5jos 1.561 257.9400 402.6077 10.0000 20.2912 504.203

sus 1.446 278.4400 402.6077 53.9600 101.4298 504.203

6jos 1.446 278.4400 402.6077 69.7800 131.1670 504.203

sus 1.591 167.3700 266.2406 36.6500 75.7904 504.203

MEd grinzi (kNm)

MRb grinzi (kNm)

M'Ed,c stalpi (kNm)

MEd,c stalpi (kNm)

xb

Dacă xef < xlim => NU => As= (MEd,c stalpi-(NEd*ds)/2)/(fyd*ds)

Dacă xef > xlim => DA => As= (MEd,c stalpi + (NEd*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Page 169: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X negativ

b (mm) d (mm) η λx (mm) λ

650 570 610 40 13.333 300 1 234.803 0.8 67.58621

650 570 610 40 13.333 300 1 231.878 0.8 67.58621

650 570 610 40 13.333 300 1 195.655 0.8 67.58621

650 570 610 40 13.333 300 1 192.73 0.8 67.58621

650 570 610 40 13.333 300 1 155.114 0.8 67.58621

650 570 610 40 13.333 300 1 152.189 0.8 67.58621

650 570 610 40 13.333 300 1 116.14 0.8 67.58621

650 570 610 40 13.333 300 1 113.227 0.8 67.58621

650 570 610 40 13.333 300 1 79.903 0.8 67.58621

650 570 610 40 13.333 300 1 76.978 0.8 67.58621

650 570 610 40 13.333 300 1 47.01 0.8 67.58621

650 570 610 40 13.333 300 1 44.085 0.8 67.58621

650 570 610 40 13.333 300 1 15.891 0.8 67.58621

650 570 610 40 13.333 300 1 12.966 0.8 67.58621

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului B-3 --> sens X negativ

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 240.02 0.8 67.58621

600 520 560 40 13.333 300 1 237.095 0.8 67.58621

600 520 560 40 13.333 300 1 202.844 0.8 67.58621

600 520 560 40 13.333 300 1 199.919 0.8 67.58621

600 520 560 40 13.333 300 1 166.966 0.8 67.58621

600 520 560 40 13.333 300 1 164.166 0.8 67.58621

600 520 560 40 13.333 300 1 130.804 0.8 67.58621

600 520 560 40 13.333 300 1 127.879 0.8 67.58621

600 520 560 40 13.333 300 1 93.831 0.8 67.58621

600 520 560 40 13.333 300 1 90.894 0.8 67.58621

600 520 560 40 13.333 300 1 55.766 0.8 67.58621

600 520 560 40 13.333 300 1 52.841 0.8 67.58621

600 520 560 40 13.333 300 1 11.948 0.8 67.58621

ds (mm) as (mm)fcd

(N/mm2)fyd

(N/mm2)xlim (mm)

ds (mm) as (mm)fcd

(N/mm2)fyd

(N/mm2)xlim (mm)

Page 170: Armare Grinzi+Stalpi

600 520 560 40 13.333 300 1 8.975 0.8 67.58621

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 254.918 0.8 67.58621

600 520 560 40 13.333 300 1 251.993 0.8 67.58621

600 520 560 40 13.333 300 1 214.4 0.8 67.58621

600 520 560 40 13.333 300 1 211.475 0.8 67.58621

600 520 560 40 13.333 300 1 174.834 0.8 67.58621

600 520 560 40 13.333 300 1 171.909 0.8 67.58621

600 520 560 40 13.333 300 1 135.489 0.8 67.58621

600 520 560 40 13.333 300 1 132.564 0.8 67.58621

600 520 560 40 13.333 300 1 96.078 0.8 67.58621

600 520 560 40 13.333 300 1 93.153 0.8 67.58621

600 520 560 40 13.333 300 1 56.534 0.8 67.58621

600 520 560 40 13.333 300 1 53.609 0.8 67.58621

600 520 560 40 13.333 300 1 11.965 0.8 67.58621

600 520 560 40 13.333 300 1 9.165 0.8 67.58621

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului C-3 --> sens X negativ

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 257.736 0.8 67.58621

600 520 560 40 13.333 300 1 254.811 0.8 67.58621

600 520 560 40 13.333 300 1 214.96 0.8 67.58621

ds (mm) as (mm)fcd

(N/mm2)fyd

(N/mm2)xlim (mm)

ds (mm) as (mm)fcd

(N/mm2)fyd

(N/mm2)xlim (mm)

Page 171: Armare Grinzi+Stalpi

600 520 560 40 13.333 300 1 212.035 0.8 67.58621

600 520 560 40 13.333 300 1 172.518 0.8 67.58621

600 520 560 40 13.333 300 1 169.593 0.8 67.58621

600 520 560 40 13.333 300 1 130.401 0.8 67.58621

600 520 560 40 13.333 300 1 127.476 0.8 67.58621

600 520 560 40 13.333 300 1 88.589 0.8 67.58621

600 520 560 40 13.333 300 1 85.664 0.8 67.58621

600 520 560 40 13.333 300 1 47.228 0.8 67.58621

600 520 560 40 13.333 300 1 44.303 0.8 67.58621

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului D-3 --> sens X negativ

b (mm) d (mm) η λx (mm) λ

600 520 560 40 13.333 300 1 250.113 0.8 67.58621

600 520 560 40 13.333 300 1 247.188 0.8 67.58621

600 520 560 40 13.333 300 1 208.354 0.8 67.58621

600 520 560 40 13.333 300 1 205.429 0.8 67.58621

600 520 560 40 13.333 300 1 167.585 0.8 67.58621

600 520 560 40 13.333 300 1 164.66 0.8 67.58621

600 520 560 40 13.333 300 1 127.135 0.8 67.58621

600 520 560 40 13.333 300 1 124.21 0.8 67.58621

600 520 560 40 13.333 300 1 86.809 0.8 67.58621

600 520 560 40 13.333 300 1 83.884 0.8 67.58621

600 520 560 40 13.333 300 1 46.81 0.8 67.58621

600 520 560 40 13.333 300 1 42.635 0.8 67.58621

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)

daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Armare pe directie longitudinala a stalpului E-3 --> sens X negativ

ds (mm) as (mm)fcd

(N/mm2)fyd

(N/mm2)xlim (mm)

Page 172: Armare Grinzi+Stalpi

b (mm) d (mm) η λx (mm) λ

750 670 710 40 13.333 300 1 134.096 0.8 67.58621750 670 710 40 13.333 300 1 131.171 0.8 67.58621750 670 710 40 13.333 300 1 114.21 0.8 67.58621750 670 710 40 13.333 300 1 111.285 0.8 67.58621750 670 710 40 13.333 300 1 94.913 0.8 67.58621750 670 710 40 13.333 300 1 91.988 0.8 67.58621750 670 710 40 13.333 300 1 74.764 0.8 67.58621750 670 710 40 13.333 300 1 71.839 0.8 67.58621750 670 710 40 13.333 300 1 53.192 0.8 67.58621750 670 710 40 13.333 300 1 50.267 0.8 67.58621750 670 710 40 13.333 300 1 29.862 0.8 67.58621750 670 710 40 13.333 300 1 26.937 0.8 67.58621

daca λx < λxlim => NU => As= (Med,c stalpi-(Ned*ds)/2)/(fyd*ds)daca λx > λxlim => DA => As= (Med,c stalpi + (Ned*ds)/2 - λx*b*η*fcd*(d-λx/2))/(fyd*ds)

Tabele centralizatoare armare longitudinală stâlpi Armare pe directie longitudinală a stalpului A-3 --> sens X negativ

293.504 OK DA ### ### 3694.513 6Φ28/latura ###

289.848 OK DA ### ### 2100.9402Φ20+3Φ25/latura762.13686

244.569 OK DA ### ### 2100.9402Φ20+3Φ25/latura729.16593

240.913 OK DA ### ### 2100.9402Φ20+3Φ25/latura726.00732

193.892 OK DA ### ### 2100.9402Φ20+3Φ25/latura678.77793

190.236 OK DA ### ### 2607.5222Φ22+3Φ28/latura760.06416

145.175 OK DA ### ### 2100.9402Φ20+3Φ25/latura616.90995

141.534 OK DA ### 981.30000 3694.513 6Φ28/latura 880.63040

99.878 OK DA ### 692.49000 2100.9402Φ20+3Φ25/latura547.57443

96.222 OK DA ### 667.14000 3078.761 5Φ28/latura 706.46344

58.762 OK NU ### 407.42000 2100.9402Φ20+3Φ25/latura474.78558

55.106 OK NU ### 382.07000 2607.5222Φ22+3Φ28/latura553.33139

19.863 OK NU ### 137.72000 2100.9402Φ20+3Φ25/latura397.28925

16.207 OK NU ### 112.37000 2100.9402Φ20+3Φ25/latura389.57360

ds (mm) as (mm)fcd

(N/mm2)fyd

(N/mm2)xlim (mm)

xef xb>xefcondiție armare

As,min (mm2)

Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

Page 173: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului B-3 --> sens X negativ

300.025 OK DA ### ### 1702.7433Φ20+2Φ22/latura595.44410

296.369 OK DA ### ### 1702.7433Φ20+2Φ22/latura594.15158

253.555 OK DA ### ### 1702.7433Φ20+2Φ22/latura573.92314

249.898 OK DA ### ### 1702.7433Φ20+2Φ22/latura571.76071

208.708 OK DA ### ### 1702.7433Φ20+2Φ22/latura542.67008

205.208 OK DA ### ### 1702.7433Φ20+2Φ22/latura539.79780

163.505 OK DA ### ### 1702.7433Φ20+2Φ22/latura500.74817

159.848 OK DA ### ### 1702.7433Φ20+2Φ22/latura496.89999

117.289 OK DA ### 750.65000 1702.7433Φ20+2Φ22/latura447.07131

113.617 OK DA ### 727.15000 1702.7433Φ20+2Φ22/latura442.33769

69.708 OK DA ### 446.13000 1702.7433Φ20+2Φ22/latura380.38315

66.052 OK NU ### 422.73000 1900.664 5Φ22/latura 405.20423

14.934 OK NU ### 95.58000 1702.7433Φ20+2Φ22/latura289.26251

11.219 OK NU ### 71.80000 1702.7433Φ20+2Φ22/latura282.52488

Armare pe directie longitudinală a stalpului 3-B --> sens Y negativ

318.647 OK DA ### ### 1702.7433Φ20+2Φ22/latura600.96503

314.991 OK DA ### ### 1702.7433Φ20+2Φ22/latura600.02112

268 OK DA ### ### 1702.7433Φ20+2Φ22/latura581.79722

264.344 OK DA ### ### 1702.7433Φ20+2Φ22/latura579.90520

218.542 OK DA ### ### 1702.7433Φ20+2Φ22/latura550.40497

214.886 OK DA ### ### 1702.7433Φ20+2Φ22/latura547.58710

169.361 OK DA ### ### 1702.7433Φ20+2Φ22/latura506.76921

165.705 OK DA ### ### 1702.7433Φ20+2Φ22/latura503.03067

120.097 OK DA ### 768.62000 1702.7433Φ20+2Φ22/latura450.64444

116.441 OK DA ### 745.22000 1702.7433Φ20+2Φ22/latura445.98368

70.667 OK DA ### 452.27000 1702.7433Φ20+2Φ22/latura381.84228

67.011 OK NU ### 428.87000 1702.7433Φ20+2Φ22/latura376.25619

14.956 OK NU ### 95.72000 1702.7433Φ20+2Φ22/latura289.30196

11.456 OK NU ### 73.32000 1702.7433Φ20+2Φ22/latura282.95765

xef xb>xefcondiție armare

As,min (mm2)

Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

xef xb>xefcondiție armare

As,min (mm2)

Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

Page 174: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului C-3 --> sens X negativ

322.17 OK DA ### ### 1702.7433Φ20+2Φ22/latura601.80990

318.514 OK DA ### ### 1702.7433Φ20+2Φ22/latura600.93194

268.7 OK DA ### ### 1702.7433Φ20+2Φ22/latura582.15165

265.044 OK DA ### ### 1702.7433Φ20+2Φ22/latura580.27273

215.647 OK DA ### ### 1702.7433Φ20+2Φ22/latura548.17920

211.991 OK DA ### ### 1702.7433Φ20+2Φ22/latura545.30712

163.002 OK DA ### ### 1702.7433Φ20+2Φ22/latura500.22269

159.345 OK DA ### ### 1702.7433Φ20+2Φ22/latura496.36510

110.736 OK DA ### 708.71000 1702.7433Φ20+2Φ22/latura438.57498

107.08 OK DA ### 685.31000 1702.7433Φ20+2Φ22/latura433.73897

59.034 OK NU ### 377.82000 1702.7433Φ20+2Φ22/latura363.83190

55.378 OK NU ### 354.42000 1702.7433Φ20+2Φ22/latura358.02804

Armare pe directie longitudinală a stalpului D-3 --> sens X negativ

312.641 OK DA ### ### 1702.7433Φ20+2Φ22/latura599.37830

308.984 OK DA ### ### 1702.7433Φ20+2Φ22/latura598.32195

260.442 OK DA ### ### 1702.7433Φ20+2Φ22/latura577.81075

256.786 OK DA ### ### 1702.7433Φ20+2Φ22/latura575.77725

209.481 OK DA ### ### 1702.7433Φ20+2Φ22/latura543.29634

205.825 OK DA ### ### 1702.7433Φ20+2Φ22/latura540.30885

158.919 OK DA ### ### 1702.7433Φ20+2Φ22/latura495.91059

155.263 OK DA ### 993.68000 1702.7433Φ20+2Φ22/latura491.97657

108.511 OK DA ### 694.47000 1702.7433Φ20+2Φ22/latura435.64019

104.855 OK DA ### 671.07000 1702.7433Φ20+2Φ22/latura430.76254

58.513 OK NU ### 374.48000 1702.7433Φ20+2Φ22/latura363.00767

53.294 OK NU ### 341.08000 1702.7433Φ20+2Φ22/latura354.68871

xef xb>xefcondiție armare

As,min (mm2)

Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

xef xb>xefcondiție armare

As,min (mm2)

Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

Page 175: Armare Grinzi+Stalpi

Armare pe directie longitudinală a stalpului E-3 --> sens X negativ

167.62 OK DA ### ### 2829.0042Φ25+3Φ28/latura966.81953

163.964 OK DA ### ### 2829.0042Φ25+3Φ28/latura959.91186

142.763 OK DA ### ### 2829.0042Φ25+3Φ28/latura918.17040

139.106 OK DA ### ### 2829.0042Φ25+3Φ28/latura910.68107

118.641 OK DA ### 949.13000 2829.0042Φ25+3Φ28/latura867.18163

114.985 OK DA ### 919.88000 2829.0042Φ25+3Φ28/latura859.12786

93.455 OK DA ### 747.64000 2829.0042Φ25+3Φ28/latura809.96762

89.799 OK DA ### 718.39000 2829.0042Φ25+3Φ28/latura801.32449

66.49 OK NU ### 531.92000 2829.0042Φ25+3Φ28/latura744.21290

62.834 OK NU ### 502.67000 2829.0042Φ25+3Φ28/latura734.93879

37.327 OK NU ### 298.62000 2829.0042Φ25+3Φ28/latura667.86172

33.671 OK NU ### 269.37000 2829.0042Φ25+3Φ28/latura657.90521

xef xb>xefcondiție armare

As,min (mm2)

Ned (kN) As,ef (mm2) As,efMRc,stalpi

(kNm)

yd*ds)

*(d-λx/2))/(fyd*ds)

Page 176: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X negativ

433.188 293.504 OK DA ### 2100.940 2Φ20+3Φ25/latura 2034.9600

433.188 289.848 OK DA ### 2100.940 2Φ20+3Φ25/latura 2009.6100

433.188 244.569 OK DA ### 2100.940 2Φ20+3Φ25/latura 1695.6800

433.188 240.913 OK DA ### 2100.940 2Φ20+3Φ25/latura 1670.3300

433.188 193.892 OK DA ### 2100.940 2Φ20+3Φ25/latura 1344.3200

433.188 190.236 OK DA ### 2100.940 2Φ20+3Φ25/latura 1318.9700

433.188 145.175 OK DA ### 2100.940 2Φ20+3Φ25/latura 1006.5500

433.188 141.534 OK DA ### 2100.940 2Φ20+3Φ25/latura 981.3000

433.188 99.878 OK DA ### 2100.940 2Φ20+3Φ25/latura 692.4900

433.188 96.222 OK DA ### 2100.940 2Φ20+3Φ25/latura 667.1400

433.188 58.762 OK NU ### 2100.940 2Φ20+3Φ25/latura 407.4200

433.188 55.106 OK NU ### 2100.940 2Φ20+3Φ25/latura 382.0700

433.188 19.863 OK NU ### 2100.940 2Φ20+3Φ25/latura 137.7200

433.188 16.207 OK NU ### 2100.940 2Φ20+3Φ25/latura 112.3700

Armare pe directie longitudinala a stalpului B-3 --> sens X negativ

397.681 300.025 OK DA ### 1702.743 3Φ20+2Φ22/latura 1920.1600

397.681 296.369 OK DA ### 1702.743 3Φ20+2Φ22/latura 1896.7600

397.681 253.555 OK DA ### 1702.743 3Φ20+2Φ22/latura 1622.7500

397.681 249.898 OK DA ### 1702.743 3Φ20+2Φ22/latura 1599.3500

397.681 208.708 OK DA ### 1702.743 3Φ20+2Φ22/latura 1335.7300

397.681 205.208 OK DA ### 1702.743 3Φ20+2Φ22/latura 1313.3300

397.681 163.505 OK DA ### 1702.743 3Φ20+2Φ22/latura 1046.4300

397.681 159.848 OK DA ### 1702.743 3Φ20+2Φ22/latura 1023.0300

397.681 117.289 OK DA ### 1702.743 3Φ20+2Φ22/latura 750.6500

397.681 113.617 OK DA ### 1702.743 3Φ20+2Φ22/latura 727.1500

397.681 69.708 OK DA ### 1702.743 3Φ20+2Φ22/latura 446.1300

397.681 66.052 OK NU ### 1702.743 3Φ20+2Φ22/latura 422.7300

397.681 14.934 OK NU ### 1702.743 3Φ20+2Φ22/latura 95.5800

xb xef xb>xefconditie armare

As,min (mm2)

As,min,ef As,min,ef Ned (kN)

xb xef xb>xefconditie armare

As,min (mm2)

As,min,ef As,min,ef Ned (kN)

Page 177: Armare Grinzi+Stalpi

397.681 11.219 OK NU ### 1702.743 3Φ20+2Φ22/latura 71.8000

Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ

397.681 318.647 OK DA ### 1702.743 3Φ20+2Φ22/latura 2039.3400

397.681 314.991 OK DA ### 1702.743 3Φ20+2Φ22/latura 2015.9400

397.681 268 OK DA ### 1702.743 3Φ20+2Φ22/latura 1715.2000

397.681 264.344 OK DA ### 1702.743 3Φ20+2Φ22/latura 1691.8000

397.681 218.542 OK DA ### 1702.743 3Φ20+2Φ22/latura 1398.6700

397.681 214.886 OK DA ### 1702.743 3Φ20+2Φ22/latura 1375.2700

397.681 169.361 OK DA ### 1702.743 3Φ20+2Φ22/latura 1083.9100

397.681 165.705 OK DA ### 1702.743 3Φ20+2Φ22/latura 1060.5100

397.681 120.097 OK DA ### 1702.743 3Φ20+2Φ22/latura 768.6200

397.681 116.441 OK DA ### 1702.743 3Φ20+2Φ22/latura 745.2200

397.681 70.667 OK DA ### 1702.743 3Φ20+2Φ22/latura 452.2700

397.681 67.011 OK NU ### 1702.743 3Φ20+2Φ22/latura 428.8700

397.681 14.956 OK NU ### 1702.743 3Φ20+2Φ22/latura 95.7200

397.681 11.456 OK NU ### 1702.743 3Φ20+2Φ22/latura 73.3200

Armare pe directie longitudinala a stalpului C-3 --> sens X negativ

397.681 322.17 OK DA ### 1702.743 3Φ20+2Φ22/latura 2061.8900

397.681 318.514 OK DA ### 1702.743 3Φ20+2Φ22/latura 2038.4900

397.681 268.7 OK DA ### 1702.743 3Φ20+2Φ22/latura 1719.6800

xb xef xb>xefconditie armare

As,min (mm2)

As,min,ef As,min,ef Ned (kN)

xb xef xb>xefconditie armare

As,min (mm2)

As,min,ef As,min,ef Ned (kN)

Page 178: Armare Grinzi+Stalpi

397.681 265.044 OK DA ### 1702.743 3Φ20+2Φ22/latura 1696.2800

397.681 215.647 OK DA ### 1702.743 3Φ20+2Φ22/latura 1380.1400

397.681 211.991 OK DA ### 1702.743 3Φ20+2Φ22/latura 1356.7400

397.681 163.002 OK DA ### 1702.743 3Φ20+2Φ22/latura 1043.2100

397.681 159.345 OK DA ### 1702.743 3Φ20+2Φ22/latura 1019.8100

397.681 110.736 OK DA ### 1702.743 3Φ20+2Φ22/latura 708.7100

397.681 107.08 OK DA ### 1702.743 3Φ20+2Φ22/latura 685.3100

397.681 59.034 OK NU ### 1702.743 3Φ20+2Φ22/latura 377.8200

397.681 55.378 OK NU ### 1702.743 3Φ20+2Φ22/latura 354.4200

Armare pe directie longitudinala a stalpului D-3 --> sens X negativ

397.681 312.641 OK DA ### 1702.743 3Φ20+2Φ22/latura 2000.9000

397.681 308.984 OK DA ### 1702.743 3Φ20+2Φ22/latura 1977.5000

397.681 260.442 OK DA ### 1702.743 3Φ20+2Φ22/latura 1666.8300

397.681 256.786 OK DA ### 1702.743 3Φ20+2Φ22/latura 1643.4300

397.681 209.481 OK DA ### 1702.743 3Φ20+2Φ22/latura 1340.6800

397.681 205.825 OK DA ### 1702.743 3Φ20+2Φ22/latura 1317.2800

397.681 158.919 OK DA ### 1702.743 3Φ20+2Φ22/latura 1017.0800

397.681 155.263 OK DA ### 1702.743 3Φ20+2Φ22/latura 993.6800

397.681 108.511 OK DA ### 1702.743 3Φ20+2Φ22/latura 694.4700

397.681 104.855 OK DA ### 1702.743 3Φ20+2Φ22/latura 671.0700

397.681 58.513 OK NU ### 1702.743 3Φ20+2Φ22/latura 374.4800

397.681 53.294 OK NU ### 1702.743 3Φ20+2Φ22/latura 341.0800

Armare pe directie longitudinala a stalpului E-3 --> sens X negativ

xb xef xb>xefconditie armare

As,min (mm2)

As,min,ef As,min,ef Ned (kN)

Page 179: Armare Grinzi+Stalpi

504.203 167.62 OK DA ### 2829.004 2Φ25+3Φ28/latura 1340.9600504.203 163.964 OK DA ### 2829.004 2Φ25+3Φ28/latura 1311.7100504.203 142.763 OK DA ### 2829.004 2Φ25+3Φ28/latura 1142.1000504.203 139.106 OK DA ### 2829.004 2Φ25+3Φ28/latura 1112.8500504.203 118.641 OK DA ### 2829.004 2Φ25+3Φ28/latura 949.1300504.203 114.985 OK DA ### 2829.004 2Φ25+3Φ28/latura 919.8800504.203 93.455 OK DA ### 2829.004 2Φ25+3Φ28/latura 747.6400504.203 89.799 OK DA ### 2829.004 2Φ25+3Φ28/latura 718.3900504.203 66.49 OK NU ### 2829.004 2Φ25+3Φ28/latura 531.9200504.203 62.834 OK NU ### 2829.004 2Φ25+3Φ28/latura 502.6700504.203 37.327 OK NU ### 2829.004 2Φ25+3Φ28/latura 298.6200504.203 33.671 OK NU ### 2829.004 2Φ25+3Φ28/latura 269.3700

Tabele centralizatoare armare longitudinală stâlpi Armare pe directie transversală a stalpului A-3 --> sens X negativ

Etaj

1

zona cr I 125 1033.177 522.116 781.223

zona curentă 125 1795.314 1044.232

zona cr II 125 762.137 522.116 576.279

2

zona cr I 125 729.166 522.116 627.899

zona curentă 125 1455.173 1044.232

zona cr II 125 726.007 522.116 625.179

3

zona cr I 125 678.778 522.116 591.144

zona curentă 125 1438.842 1044.232

zona cr II 125 760.064 522.116 661.935

4

zona cr I 125 616.91 522.116 485.336

zona curentă 125 1376.974 902.745

zona cr II 125 880.63 380.629 692.81

5

zona cr I 125 547.574 380.629 350.24

zona curentă 125 1428.205 761.258

zona cr II 125 706.463 380.629 451.869

6

zona cr I 125 474.786 380.629 296.098

zona curentă 125 1181.249 613.902

zona cr II 125 553.331 233.273 345.083

7

zona cr I 125 397.289 233.273 233.978

zona curentă 125 950.621 466.545

zona cr II 125 389.574 233.273 229.434

xb xef xb>xefconditie armare

As,min (mm2)

As,min,ef As,min,ef Ned (kN)

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi (kNm)Mdc,stalpi

(kNm)

Page 180: Armare Grinzi+Stalpi

Armare pe directie transversală a stalpului B-3 --> sens X negativ

Etaj

1

zona cr I 125 595.444 483.029 628.62

zona curentă 125 1189.596 966.059

zona cr II 125 594.152 483.029 627.256

2

zona cr I 125 573.923 483.029 580.729

zona curentă 125 1145.684 966.059

zona cr II 125 571.761 483.029 578.541

3

zona cr I 125 542.67 483.029 581.173

zona curentă 125 1082.468 966.059

zona cr II 125 539.798 483.029 578.097

4

zona cr I 125 500.748 483.029 495.864

zona curentă 125 1040.546 858.663

zona cr II 125 496.9 375.634 492.053

5

zona cr I 125 447.071 375.634 426.967

zona curentă 125 943.971 751.268

zona cr II 125 442.338 375.634 422.446

6

zona cr I 125 380.383 375.634 347.255

zona curentă 125 822.721 625.89

zona cr II 125 405.204 250.256 369.914

7

zona cr I 125 289.263 250.256 250.171

zona curentă 125 694.467 500.512

zona cr II 125 282.525 250.256 244.344

Armare pe directie transversală a stalpului 3-B --> sens X negativ

Etaj

1

zona cr I 125 600.965 471.277 613.141

zona curentă 125 1200.986 942.553

zona cr II 125 600.021 471.277 612.178

2

zona cr I 125 581.797 471.277 566.453

zona curentă 125 1161.702 942.553

zona cr II 125 579.905 471.277 564.611

3

zona cr I 125 550.405 471.277 566.983

zona curentă 125 1097.992 942.553

zona cr II 125 547.587 471.277 564.081

4

zona cr I 125 506.769 471.277 495.497

zona curentă 125 1054.356 859.087

zona cr II 125 503.031 387.811 491.842

5

zona cr I 125 450.644 387.811 439.81

zona curentă 125 953.675 775.622

zona cr II 125 445.984 387.811 435.261

6

zona cr I 125 381.842 387.811 373.256

zona curentă 125 827.826 674.343

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi (kNm)Mdc,stalpi

(kNm)

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi (kNm)Mdc,stalpi

(kNm)

Page 181: Armare Grinzi+Stalpi

6

zona cr II 125 376.256 286.532 367.796

7

zona cr I 125 289.302 286.532 298.917

zona curentă 125 665.558 573.064

zona cr II 125 282.958 286.532 292.361

Armare pe directie transversală a stalpului C-3 --> sens X negativ

Etaj

1

zona cr I 125 601.81 433.952 564.55

zona curentă 125 1202.742 867.904

zona cr II 125 600.932 433.952 563.726

2

zona cr I 125 582.152 433.952 521.584

zona curentă 125 1162.424 867.904

zona cr II 125 580.273 433.952 519.901

3

zona cr I 125 548.179 433.952 522.11

zona curentă 125 1093.486 867.904

zona cr II 125 545.307 433.952 519.375

4

zona cr I 125 500.223 433.952 457.636

zona curentă 125 1045.53 797.098

zona cr II 125 496.365 363.146 454.107

5

zona cr I 125 438.575 363.146 408.839

zona curentă 125 934.94 726.292

zona cr II 125 433.739 363.146 404.331

6

zona cr I 125 363.832 363.146 344.259

zona curentă 125 797.571 628.887

zona cr II 125 358.028 265.741 338.767

Armare pe directie transversală a stalpului D-3 --> sens X negativ

Etaj

1

zona cr I 125 599.378 431.08 560.898

zona curentă 125 1197.7 862.16

zona cr II 125 598.322 431.08 559.91

2

zona cr I 125 577.811 431.08 518.208

zona curentă 125 1153.588 862.16

zona cr II 125 575.777 431.08 516.384

3

zona cr I 125 543.296 431.08 518.722

zona curentă 125 1083.605 862.16

zona cr II 125 540.309 431.08 515.87

4

zona cr I 125 495.911 431.08 449.807

zona curentă 125 1036.219 783.237

zona cr II 125 491.977 352.157 446.238

5

zona cr I 125 435.64 352.157 396.923

zona curentă 125 927.617 704.314

zona cr II 125 430.763 352.157 392.479

6

zona cr I 125 363.008 352.157 325.387

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi (kNm)Mdc,stalpi

(kNm)

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi (kNm)Mdc,stalpi

(kNm)

Page 182: Armare Grinzi+Stalpi

6 zona curentă 125 793.77 592.922

zona cr II 125 354.689 240.765 317.93

Armare pe directie transversală a stalpului E-3 --> sens X negativ

Etaj

1

zona cr I 125 966.82 462.549 603.47

zona curentă 125 1926.731 925.099

zona cr II 125 959.912 462.549 599.158

2

zona cr I 125 918.17 462.549 557.332

zona curentă 125 1828.851 925.099

zona cr II 125 910.681 462.549 552.786

3

zona cr I 125 867.182 462.549 557.649

zona curentă 125 1726.309 925.099

zona cr II 125 859.128 462.549 552.47

4

zona cr I 125 809.968 462.549 503.805

zona curentă 125 1669.095 865.157

zona cr II 125 801.324 402.608 498.429

5

zona cr I 125 744.213 402.608 465.276

zona curentă 125 1545.537 805.215

zona cr II 125 734.939 402.608 459.478

6

zona cr I 125 667.862 402.608 382.12

zona curentă 125 1402.801 668.848

zona cr II 125 657.905 266.241 376.423

s max etr (mm)

MRc, talpi

(kNm)MRb, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi (kNm)Mdc,stalpi

(kNm)

Page 183: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X negativ

3271.576 3694.513 6Φ28/latura 1033.177 DA 562.413793

-1117.673 2100.940 2Φ20+3Φ25/latura 762.137 DA 562.413793

1560.233 2100.940 2Φ20+3Φ25/latura 729.166 DA 562.413793

1138.2 2100.940 2Φ20+3Φ25/latura 726.007 DA 562.413793

1426.229 2100.940 2Φ20+3Φ25/latura 678.778 DA 562.413793

2866.582 2607.522 2Φ22+3Φ28/latura 760.064 DA 562.413793

1722.569 2100.940 2Φ20+3Φ25/latura 616.91 DA 562.413793

3343.089 3694.513 6Φ28/latura 880.63 DA 562.413793

1447.99 2100.940 2Φ20+3Φ25/latura 547.574 DA 562.413793

3077.175 3078.761 5Φ28/latura 706.463 DA 562.413793

1113.081 2100.940 2Φ20+3Φ25/latura 474.786 DA 562.413793

2804.051 2607.522 2Φ22+3Φ28/latura 553.331 DA 562.413793

411.505 2100.940 2Φ20+3Φ25/latura 397.289 DA 562.413793

1652.72 2100.940 2Φ20+3Φ25/latura 389.574 DA 562.413793

Armare pe directie longitudinala a stalpului B-3 --> sens X negativ

999.888 1702.743 3Φ20+2Φ22/latura 595.444 DA 512.413793

-733.328 1702.743 3Φ20+2Φ22/latura 594.152 DA 512.413793

637.215 1702.743 3Φ20+2Φ22/latura 573.923 DA 512.413793

204.874 1702.743 3Φ20+2Φ22/latura 571.761 DA 512.413793

234.222 1702.743 3Φ20+2Φ22/latura 542.67 DA 512.413793

865.98 1702.743 3Φ20+2Φ22/latura 539.798 DA 512.413793

405.478 1702.743 3Φ20+2Φ22/latura 500.748 DA 512.413793

693.832 1702.743 3Φ20+2Φ22/latura 496.9 DA 512.413793

244.667 1702.743 3Φ20+2Φ22/latura 447.071 DA 512.413793

1293.22 1702.743 3Φ20+2Φ22/latura 442.338 DA 512.413793

479.625 1702.743 3Φ20+2Φ22/latura 380.383 DA 512.413793

1852.955 1900.664 5Φ22/latura 405.204 DA 512.413793

-71.204 1702.743 3Φ20+2Φ22/latura 289.263 DA 512.413793

As,min,nec (mm2)

As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)

As,min,nec (mm2)

As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)

Page 184: Armare Grinzi+Stalpi

86.462 1702.743 3Φ20+2Φ22/latura 282.525 DA 512.413793

Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ

400.377 1702.743 3Φ20+2Φ22/latura 600.965 DA 512.413793

-991.953 1702.743 3Φ20+2Φ22/latura 600.021 DA 512.413793

86.328 1702.743 3Φ20+2Φ22/latura 581.797 DA 512.413793

-304.022 1702.743 3Φ20+2Φ22/latura 579.905 DA 512.413793

-219.515 1702.743 3Φ20+2Φ22/latura 550.405 DA 512.413793

85.663 1702.743 3Φ20+2Φ22/latura 547.587 DA 512.413793

-1.617 1702.743 3Φ20+2Φ22/latura 506.769 DA 512.413793

154.777 1702.743 3Φ20+2Φ22/latura 503.031 DA 512.413793

-175.645 1702.743 3Φ20+2Φ22/latura 450.644 DA 512.413793

464.553 1702.743 3Φ20+2Φ22/latura 445.984 DA 512.413793

206.207 1702.743 3Φ20+2Φ22/latura 381.842 DA 512.413793

412.565 1702.743 3Φ20+2Φ22/latura 376.256 DA 512.413793

-84.758 1702.743 3Φ20+2Φ22/latura 289.302 DA 512.413793

-32.6 1702.743 3Φ20+2Φ22/latura 282.958 DA 512.413793

Armare pe directie longitudinala a stalpului C-3 --> sens X negativ

470.609 1702.743 3Φ20+2Φ22/latura 601.81 DA 512.413793

-1222.483 1702.743 3Φ20+2Φ22/latura 600.932 DA 512.413793

-63.021 1702.743 3Φ20+2Φ22/latura 582.152 DA 512.413793

As,min,nec (mm2)

As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)

As,min,nec (mm2)

As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)

Page 185: Armare Grinzi+Stalpi

-473.476 1702.743 3Φ20+2Φ22/latura 580.273 DA 512.413793

-299.892 1702.743 3Φ20+2Φ22/latura 548.179 DA 512.413793

-48.09 1702.743 3Φ20+2Φ22/latura 545.307 DA 512.413793

-242.485 1702.743 3Φ20+2Φ22/latura 500.223 DA 512.413793

33.829 1702.743 3Φ20+2Φ22/latura 496.365 DA 512.413793

-371.058 1702.743 3Φ20+2Φ22/latura 438.575 DA 512.413793

447.045 1702.743 3Φ20+2Φ22/latura 433.739 DA 512.413793

-91.59 1702.743 3Φ20+2Φ22/latura 363.832 DA 512.413793

333.688 1702.743 3Φ20+2Φ22/latura 358.028 DA 512.413793

Armare pe directie longitudinala a stalpului D-3 --> sens X negativ

618.238 1702.743 3Φ20+2Φ22/latura 599.378 DA 512.413793

-1073.765 1702.743 3Φ20+2Φ22/latura 598.322 DA 512.413793

116.919 1702.743 3Φ20+2Φ22/latura 577.811 DA 512.413793

-378.865 1702.743 3Φ20+2Φ22/latura 575.777 DA 512.413793

-317.687 1702.743 3Φ20+2Φ22/latura 543.296 DA 512.413793

33.315 1702.743 3Φ20+2Φ22/latura 540.309 DA 512.413793

-176.727 1702.743 3Φ20+2Φ22/latura 495.911 DA 512.413793

77.93 1702.743 3Φ20+2Φ22/latura 491.977 DA 512.413793

-270.138 1702.743 3Φ20+2Φ22/latura 435.64 DA 512.413793

481.02 1702.743 3Φ20+2Φ22/latura 430.763 DA 512.413793

-39.621 1702.743 3Φ20+2Φ22/latura 363.008 DA 512.413793

535.074 1702.743 3Φ20+2Φ22/latura 354.689 DA 512.413793

Armare pe directie longitudinala a stalpului E-3 --> sens X negativ

As,min,nec (mm2)

As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)

Page 186: Armare Grinzi+Stalpi

1722.856 2829.004 2Φ25+3Φ28/latura 966.82 DA 662.413793-1193.732 2829.004 2Φ25+3Φ28/latura 959.912 DA 662.413793-637.135 2829.004 2Φ25+3Φ28/latura 918.17 DA 662.413793

-1136.599 2829.004 2Φ25+3Φ28/latura 910.681 DA 662.413793-1133.685 2829.004 2Φ25+3Φ28/latura 867.182 DA 662.413793-841.028 2829.004 2Φ25+3Φ28/latura 859.128 DA 662.413793

-1179.619 2829.004 2Φ25+3Φ28/latura 809.968 DA 662.413793-696.445 2829.004 2Φ25+3Φ28/latura 801.324 DA 662.413793-838.51 2829.004 2Φ25+3Φ28/latura 744.213 DA 662.413793

-383.174 2829.004 2Φ25+3Φ28/latura 734.939 DA 662.413793125.159 2829.004 2Φ25+3Φ28/latura 667.862 DA 662.413793-98.687 2829.004 2Φ25+3Φ28/latura 657.905 DA 662.413793

Tabele centralizatoare armare longitudinală stâlpi Tabele centralizatoare armare longitudinală stâlpi Armare pe directie transversală a stalpului A-3 --> sens X negativ Armare pe directie transversală a stalpului A-3 --> sens X negativ

Etaj

1512.265 1262.172 2034.96

2472.86 1265.402 1695.68

3472.86 1265.402 1344.32

4444.584 1265.402 1006.55

5302.683 1265.402 692.49

6241.955 1265.402 407.42

7174.872 1265.402 137.72

As,min,nec (mm2)

As,ef (mm2) As,ef MRc,stalpi (kNm) ∑MRc,stalpi>=1.3*∑MRb,grinzihs final (mm)

VEd (kN) VRd,max (kN) NEd (kN)

Page 187: Armare Grinzi+Stalpi

Armare pe directie transversală a stalpului B-3 --> sens X negativ Armare pe directie transversală a stalpului B-3 --> sens X negativ

Etaj

1473.916 1065.672 1920.16

2437.46 1068.654 1622.75

3437.46 1068.654 1335.73

4372.799 1068.654 1046.43

5320.533 1068.654 750.65

6270.63 1068.654 446.13

7186.609 1068.654 95.58

Armare pe directie transversală a stalpului 3-B --> sens X negativ Armare pe directie transversală a stalpului 3-B --> sens X negativ

Etaj

1462.385 1065.672 2039.34

2426.817 1068.654 1715.2

3426.817 1068.654 1398.67

4372.581 1068.654 1083.91

5330.215 1068.654 768.62

6279.642 1068.654 452.27

VEd (kN) VRd,max (kN) NEd (kN)

VEd (kN) VRd,max (kN) NEd (kN)

Page 188: Armare Grinzi+Stalpi

6

7223.124 1068.654 95.72

Armare pe directie transversală a stalpului C-3 --> sens X negativ Armare pe directie transversală a stalpului C-3 --> sens X negativ

Etaj

1425.764 1065.672 2061.89

2393.013 1068.654 1719.68

3393.013 1068.654 1380.14

4344.054 1068.654 1043.21

5306.857 1068.654 708.71

6257.746 1068.654 377.82

Armare pe directie transversală a stalpului D-3 --> sens X negativ Armare pe directie transversală a stalpului D-3 --> sens X negativ

Etaj

1422.946 1065.672 2000.9

2390.412 1068.654 1666.83

3390.412 1068.654 1340.68

4338.13 1068.654 1017.08

5297.888 1068.654 694.47

6

VEd (kN) VRd,max (kN) NEd (kN)

VEd (kN) VRd,max (kN) NEd (kN)

Page 189: Armare Grinzi+Stalpi

242.761 1068.654 374.48 6

Armare pe directie transversală a stalpului E-3 --> sens X negativ Armare pe directie transversală a stalpului E-3 --> sens X negativ

Etaj

1453.822 1704.876 1340.96

2418.913 1708.604 1142.1

3418.913 1708.604 949.13

4378.202 1708.604 747.64

5348.964 1708.604 531.92

6286.243 1708.604 298.62

VEd (kN) VRd,max (kN) NEd (kN)

Page 190: Armare Grinzi+Stalpi

Armare pe directie longitudinala a stalpului A-3 --> sens X negativ Armare pe directie transversala a stalpului A-3 --> sens X negativ

d final (mm) Etaj

600

1

zona cr I

650 600

1462.5 2650

600 zona curenta 537.5 2650

600 zona cr II 650 2650

600

2

zona cr I

650 600

1462.5 2650

600 zona curenta 537.5 2650

600 zona cr II 650 2650

600

3

zona cr I

650 600

975 2650

600 zona curenta 1025 2650

600 zona cr II 650 2650

600

4

zona cr I

650 600

975 2650

600 zona curenta 1025 2650

600 zona cr II 650 2650

600

5

zona cr I

650 600

975 2650

600 zona curenta 1025 2650

zona cr II 650 2650

6

zona cr I

650 600

975 2650

zona curenta 1025 2650

zona cr II 650 2650

7

zona cr I

650 600

975 2650

zona curenta 1025 2650

zona cr II 650 2650

Armare pe directie longitudinala a stalpului B-3 --> sens X negativ Armare pe directie transversala a stalpului B-3 --> sens X negativ

d final (mm) Etaj

550

1

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

550

2

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

550

3

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

550

4

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

550

5

zona cr I

600 600

900 2650

hc = bst

(mm)hst (mm) lcr (mm) lcl (mm)

hc = bst

(mm)hst (mm) lcr (mm) lcl (mm)

Page 191: Armare Grinzi+Stalpi

550 5 zona curenta 600 600 1150 2650

zona cr II 600 2650

6

zona cr I

600 600

900 2650

zona curenta 1150 2650

zona cr II 600 2650

7

zona cr I

600 600

900 2650

zona curenta 1150 2650

zona cr II 600 2650

Armare pe directie longitudinala a stalpului 3-B --> sens Y negativ Armare pe directie transversala a stalpului 3-B --> sens Y negativ

d final (mm) Etaj

550

1

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

550

2

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

550

3

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

550

4

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

550

5

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

zona cr II 600 2650

6

zona cr I

600 600

900 2650

zona curenta 1150 2650

zona cr II 600 2650

7

zona cr I

600 600

900 2650

zona curenta 1150 2650

zona cr II 600 2650

Armare pe directie longitudinala a stalpului C-3 --> sens X negativ Armare pe directie transversala a stalpului C-3 --> sens X negativ

d final (mm) Etaj

550

1

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

hc = bst

(mm)hst (mm) lcr (mm) lcl (mm)

hc = bst

(mm)hst (mm) lcr (mm) lcl (mm)

Page 192: Armare Grinzi+Stalpi

550

2

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

550

3

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

550

4

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

5

zona cr I

600 600

900 2650

zona curenta 1150 2650

zona cr II 600 2650

6

zona cr I

600 600

900 2650

zona curenta 1150 2650

zona cr II 600 2650

Armare pe directie longitudinala a stalpului D-3 --> sens X negativ Armare pe directie transversala a stalpului D-3 --> sens X negativ

d final (mm) Etaj

550

1

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

550

2

zona cr I

600 600

1350 2650

550 zona curenta 700 2650

550 zona cr II 600 2650

550

3

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

550

4

zona cr I

600 600

900 2650

550 zona curenta 1150 2650

550 zona cr II 600 2650

5

zona cr I

600 600

900 2650

zona curenta 1150 2650

zona cr II 600 2650

6zona cr I

600 600900 2650

zona curenta 1150 2650zona cr II 600 2650

Armare pe directie longitudinala a stalpului E-3 --> sens X negativ Armare pe directie transversala a stalpului E-3 --> sens X negativ

hc = bst

(mm)hst (mm) lcr (mm) lcl (mm)

Page 193: Armare Grinzi+Stalpi

d final (mm) Etaj

7001

zona cr I750 600

1687.5 2650700 zona curenta 212.5 2650700 zona cr II 750 2650700

2zona cr I

750 6001687.5 2650

700 zona curenta 212.5 2650700 zona cr II 750 2650700

3zona cr I

750 6001125 2650

700 zona curenta 775 2650700 zona cr II 750 2650700

4zona cr I

750 6001125 2650

700 zona curenta 775 2650700 zona cr II 750 2650

5zona cr I

750 6001125 2650

zona curenta 775 2650zona cr II 750 2650

6zona cr I

750 6001125 2650

zona curenta 775 2650zona cr II 750 2650

Tabele centralizatoare armare longitudinală stâlpi Armare pe directie transversală a stalpului A-3 --> sens X negativ

zona cr I 0.005 406.250 505.887 565.487 5Φ12/125 0.007 0.12

zona curentă 0.0015 121.875 505.887 565.487 5Φ12/125 0.007 0.08

zona cr II 0.0035 284.375 505.887 565.487 5Φ12/125 0.007 0.08

zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12

zona curentă 0.0015 121.875 504.595 565.487 5Φ12/125 0.007 0.08

zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08

zona cr I 0.005 406.250 465.780 565.487 5Φ12/125 0.007 0.12

zona curentă 0.0015 121.875 465.780 565.487 5Φ12/125 0.007 0.08

zona cr II 0.0035 284.375 465.780 565.487 5Φ12/125 0.007 0.08

zona cr I 0.005 406.250 437.927 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 121.875 437.927 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 284.375 437.927 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 406.250 298.151 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 121.875 298.151 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 284.375 298.151 392.699 5Φ10/125 0.005 0.08

zona cr I 0.005 406.250 238.333 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 121.875 238.333 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 284.375 238.333 314.159 4Φ10/125 0.004 0.08

zona cr I 0.005 406.250 172.254 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 121.875 172.254 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 284.375 172.254 392.699 5Φ10/150 0.005 0.08

hc = bst

(mm)hst (mm) lcr (mm) lcl (mm)

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 194: Armare Grinzi+Stalpi

Armare pe directie transversală a stalpului B-3 --> sens X negativ

zona cr I 0.005 375.000 511.673 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 511.673 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 511.673 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 470.995 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 510.245 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 470.995 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 470.995 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 470.995 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 470.995 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 401.377 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 401.377 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 401.377 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 345.105 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 345.105 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 262.500 345.105 392.699 5Φ10/125 0.005 0.08

zona cr I 0.005 375.000 291.376 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 291.376 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 291.376 314.159 4Φ10/125 0.004 0.08

zona cr I 0.005 375.000 200.914 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 200.914 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 200.914 392.699 5Φ10/150 0.005 0.08

Armare pe directie transversală a stalpului 3-B --> sens X negativ

zona cr I 0.005 375.000 499.223 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 499.223 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 499.223 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 459.535 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 497.830 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 459.535 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 459.535 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 459.535 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 459.535 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 401.142 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 401.142 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 401.142 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 355.529 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 355.529 392.699 5Φ10/125 0.005 0.08

zona cr II 0.0035 262.500 355.529 392.699 5Φ10/125 0.005 0.08

zona cr I 0.005 375.000 301.079 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 301.079 314.159 4Φ10/125 0.004 0.08

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 195: Armare Grinzi+Stalpi

zona cr II 0.0035 262.500 301.079 314.159 4Φ10/125 0.004 0.08

zona cr I 0.005 375.000 240.228 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 240.228 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 240.228 392.699 5Φ10/150 0.005 0.08

Armare pe directie transversală a stalpului C-3 --> sens X negativ

zona cr I 0.005 375.000 459.685 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 459.685 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 459.685 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 423.141 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 458.403 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 423.141 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 423.141 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 423.141 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 423.141 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 370.428 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 370.428 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 370.428 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 330.380 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 330.380 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 330.380 392.699 5Φ10/125 0.005 0.08

zona cr I 0.005 375.000 277.504 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 277.504 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 277.504 314.159 4Φ10/125 0.004 0.08

Armare pe directie transversală a stalpului D-3 --> sens X negativ

zona cr I 0.005 375.000 456.643 565.487 5Φ12/125 0.008 0.12

zona curentă 0.0015 112.500 456.643 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 456.643 565.487 5Φ12/125 0.008 0.08

zona cr I 0.005 375.000 420.340 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 455.369 565.487 5Φ12/125 0.008 0.08

zona cr II 0.0035 262.500 420.340 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 420.340 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 420.340 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 420.340 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 364.051 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 364.051 452.389 4Φ12/125 0.006 0.08

zona cr II 0.0035 262.500 364.051 452.389 4Φ12/125 0.006 0.08

zona cr I 0.005 375.000 320.723 452.389 4Φ12/125 0.006 0.12

zona curentă 0.0015 112.500 320.723 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 320.723 314.159 4Φ10/125 0.004 0.08

zona cr I 0.005 375.000 261.371 452.389 4Φ12/125 0.006 0.12

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 196: Armare Grinzi+Stalpi

zona curentă 0.0015 112.500 261.371 314.159 4Φ10/125 0.004 0.08

zona cr II 0.0035 262.500 261.371 314.159 4Φ10/125 0.004 0.08

Armare pe directie transversală a stalpului E-3 --> sens X negativ

zona cr I 0.005 468.750 382.840 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 382.840 452.389 4Φ12/125 0.005 0.08

zona cr II 0.0035 328.125 382.840 452.389 4Φ12/125 0.005 0.08

zona cr I 0.005 468.750 352.620 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 382.005 452.389 4Φ12/125 0.005 0.08

zona cr II 0.0035 328.125 352.620 392.699 5Φ10/125 0.004 0.08

zona cr I 0.005 468.750 352.620 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 352.620 392.699 5Φ10/125 0.004 0.08

zona cr II 0.0035 328.125 352.620 392.699 5Φ10/125 0.004 0.08

zona cr I 0.005 468.750 318.352 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 318.352 392.699 5Φ10/125 0.004 0.08

zona cr II 0.0035 328.125 318.352 392.699 5Φ10/125 0.004 0.08

zona cr I 0.005 468.750 293.741 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 293.741 314.159 4Φ10/125 0.003 0.08

zona cr II 0.0035 328.125 293.741 392.699 5Φ10/125 0.004 0.08

zona cr I 0.005 468.750 240.945 565.487 5Φ12/125 0.006 0.12

zona curentă 0.0015 140.625 240.945 314.159 4Φ10/125 0.003 0.08

zona cr II 0.0035 328.125 240.945 392.699 5Φ10/125 0.004 0.08

ρminAsw,ρmin (mm2)

As,ef (mm2) Φetr ρw ωmin ωwd

Page 197: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X negativ

d (mm) z (mm)

3250 600 586 527.4 522 125 550 40 28 28

3250 600 586 527.4 522 125 550 40 28 28

3250 600 586 527.4 522 125 550 40 28 28

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

3250 600 587.5 528.75 525 125 550 40 25 25

Armare pe directie transversala a stalpului B-3 --> sens X negativ

d (mm) z (mm)

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Φ long

(mm)d bl (mm)

h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Φ long

(mm)d bl (mm)

Page 198: Armare Grinzi+Stalpi

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

Armare pe directie transversala a stalpului 3-B --> sens Y negativ

d (mm) z (mm)

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

Armare pe directie transversala a stalpului C-3 --> sens X negativ

d (mm) z (mm)

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Φ long

(mm)d bl (mm)

h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Φ long

(mm)d bl (mm)

Page 199: Armare Grinzi+Stalpi

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

Armare pe directie transversala a stalpului D-3 --> sens X negativ

d (mm) z (mm)

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

3250 600 536 482.4 472 125 500 40 28 28

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 25

3250 600 537.5 483.75 475 125 500 40 25 253250 600 537.5 483.75 475 125 500 40 25 253250 600 537.5 483.75 475 125 500 40 25 25

Armare pe directie transversala a stalpului E-3 --> sens X negativ

h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Φ long

(mm)d bl (mm)

Page 200: Armare Grinzi+Stalpi

d (mm) z (mm)

3250 600 686 617.4 622 125 650 40 28 283250 600 686 617.4 622 125 650 40 28 283250 600 686 617.4 622 125 650 40 28 283250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 253250 600 687.5 618.75 625 125 650 40 25 25

h nivel (mm)

h grinda (mm)

ds (mm)s max etr

(mm)b0 (mm) as (mm)

Φ long

(mm)d bl (mm)

Page 201: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X negativ

ctgθ = 45

1.3 1033.177 522.116 781.223 1

1.3 1795.314 1044.232 512.265 1 1.0000 0.006

1.3 762.137 522.116 576.279 1

1.2 729.166 522.116 627.899 1

1.2 1455.173 1044.232 472.86 1 1.0000 4.969

1.2 726.007 522.116 625.179 1

1.2 678.778 522.116 591.144 1

1.2 1438.842 1044.232 472.86 1 1.0000 3.939

1.2 760.064 522.116 661.935 1

1.2 616.91 522.116 485.336 1

1.2 1376.974 902.7453 444.584 1 1.0000 2.95

1.2 880.63 380.629 692.81 1

1.2 547.574 380.629 350.24 1

1.2 1428.205 761.2582 302.683 1 1.0000 2.029

1.2 706.463 380.629 451.869 1

1.2 474.786 380.629 296.098 1

1.2 1181.249 613.9018 241.955 1 1.0000 1.194

1.2 553.331 233.273 345.083 1

1.2 397.289 233.273 233.978 1

1.2 950.621 466.5454 174.872 1 1.0000 0.404

1.2 389.574 233.273 229.434 1

Armare pe directie transversala a stalpului B-3 --> sens X negativ

ctgθ = 45

1.3 595.444 483.029 628.62 1

1.3 1189.596 966.0586 473.916 1 1.0000 0.007

1.3 594.152 483.029 627.256 1

1.2 573.923 483.029 580.729 1

1.2 1145.684 966.0586 437.46 1 1.0000 5.694

1.2 571.761 483.029 578.541 1

1.2 542.67 483.029 581.173 1

1.2 1082.468 966.0586 437.46 1 1.0000 4.687

1.2 539.798 483.029 578.097 1

1.2 500.748 483.029 495.864 1

1.2 1040.546 858.6632 372.799 1 1.0000 3.672

1.2 496.9 375.634 492.053 1

1.2 447.071 375.634 426.967 1

γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN) α cw δ cp

γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN) α cw δ cp

Page 202: Armare Grinzi+Stalpi

1.2 943.971 751.2679 320.533 1 1.0000 2.634

1.2 442.338 375.634 422.446 1

1.2 380.383 375.634 347.255 1

1.2 822.721 625.8901 270.63 1 1.0000 1.565

1.2 405.204 250.256 369.914 1

1.2 289.263 250.256 250.171 1

1.2 694.467 500.5123 186.609 1 1.0000 0.335

1.2 282.525 250.256 244.344 1

Armare pe directie transversala a stalpului 3-B --> sens Y negativ

ctgθ = 45

1.3 600.965 471.277 613.141 1

1.3 1200.986 942.5532 462.385 1 1.0000 0.007

1.3 600.021 471.277 612.178 1

1.2 581.797 471.277 566.453 1

1.2 1161.702 942.5532 426.817 1 1.0000 6.018

1.2 579.905 471.277 564.611 1

1.2 550.405 471.277 566.983 1

1.2 1097.992 942.5532 426.817 1 1.0000 4.908

1.2 547.587 471.277 564.081 1

1.2 506.769 471.277 495.497 1

1.2 1054.356 859.0874 372.581 1 1.0000 3.803

1.2 503.031 387.811 491.842 1

1.2 450.644 387.811 439.81 1

1.2 953.675 775.6215 330.215 1 1.0000 2.697

1.2 445.984 387.811 435.261 1

1.2 381.842 387.811 373.256 1

1.2 827.826 674.3429 279.642 1 1.0000 1.587

1.2 376.256 286.532 367.796 1

1.2 289.302 286.532 298.917 1

1.2 665.558 573.0642 223.124 1 1.0000 0.336

1.2 282.958 286.532 292.361 1

Armare pe directie transversala a stalpului C-3 --> sens X negativ

ctgθ = 45

1.3 601.81 433.952 564.55 1

1.3 1202.742 867.9042 425.764 1 1.0000 0.007

1.3 600.932 433.952 563.726 1

γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN) α cw δ cp

γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN) α cw δ cp

Page 203: Armare Grinzi+Stalpi

1.2 582.152 433.952 521.584 1

1.2 1162.424 867.9042 393.013 1 1.0000 6.034

1.2 580.273 433.952 519.901 1

1.2 548.179 433.952 522.11 1

1.2 1093.486 867.9042 393.013 1 1.0000 4.843

1.2 545.307 433.952 519.375 1

1.2 500.223 433.952 457.636 1

1.2 1045.530 797.0982 344.054 1 1.0000 3.66

1.2 496.365 363.146 454.107 1

1.2 438.575 363.146 408.839 1

1.2 934.940 726.2922 306.857 1 1.0000 2.487

1.2 433.739 363.146 404.331 1

1.2 363.832 363.146 344.259 1

1.2 797.571 628.8872 257.746 1 1.0000 1.326

1.2 358.028 265.741 338.767 1

Armare pe directie transversala a stalpului D-3 --> sens X negativ

ctgθ = 45

1.3 599.378 431.080 560.898 1

1.3 1197.700 862.1598 422.946 1 1.0000 0.007

1.3 598.322 431.080 559.91 1

1.2 577.811 431.080 518.208 1

1.2 1153.588 862.1598 390.412 1 1.0000 5.849

1.2 575.777 431.080 516.384 1

1.2 543.296 431.080 518.722 1

1.2 1083.605 862.1598 390.412 1 1.0000 4.704

1.2 540.309 431.080 515.87 1

1.2 495.911 431.080 449.807 1

1.2 1036.219 783.2367 338.13 1 1.0000 3.569

1.2 491.977 352.157 446.238 1

1.2 435.64 352.157 396.923 1

1.2 927.617 704.3137 297.888 1 1.0000 2.437

1.2 430.763 352.157 392.479 1

1.2 363.008 352.157 325.387 11.2 793.770 592.9222 242.761 1 1.0000 1.3141.2 354.689 240.765 317.93 1

Armare pe directie transversala a stalpului E-3 --> sens X negativ

γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN) α cw δ cp

Page 204: Armare Grinzi+Stalpi

ctgθ = 45

1.3 966.82 462.549 603.47 11.3 1926.731 925.0985 453.822 1 1.0000 0.0031.3 959.912 462.549 599.158 11.2 918.17 462.549 557.332 11.2 1828.851 925.0985 418.913 1 1.0000 2.4361.2 910.681 462.549 552.786 11.2 867.182 462.549 557.649 11.2 1726.309 925.0985 418.913 1 1.0000 2.0251.2 859.128 462.549 552.47 11.2 809.968 462.549 503.805 11.2 1669.095 865.1569 378.202 1 1.0000 1.5951.2 801.324 402.608 498.429 11.2 744.213 402.608 465.276 11.2 1545.537 805.2153 348.964 1 1.0000 1.1351.2 734.939 402.608 459.478 11.2 667.862 402.608 382.12 11.2 1402.801 668.8482 286.243 1 1.0000 0.6371.2 657.905 266.241 376.423 1

γ RdMRc, talpi

(kNm)MR, grinzi

(kNm)∑MRc,stalpi (kNm)

∑MRb,grinzi

(kNm)Mdc,stalpi

(kNm)VEd (kN) α cw δ cp

Page 205: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X negativ

K

13.34 300 240 0.552 0.12 1.5 1.584 0.15 20

13.34 300 240 0.552 0.12 1.5 1.584 0.15 20 1262.172

13.34 300 240 0.552 0.12 1.5 1.584 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.4

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20 1265.402

13.34 300 240 0.552 0.12 1.5 1.583 0.15 20

Armare pe directie transversala a stalpului B-3 --> sens X negativ

K

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

fcd

(N/mm^2)

fyd

(N/mm^2)

fywd

(N/mm^2)

ν1 C Rd,c γ c K1

fck

(N/mm^2)

VRd,max

(kN)

fcd

(N/mm^2)

fyd

(N/mm^2)

fywd

(N/mm^2)

ν1 C Rd,c γ c K1

fck

(N/mm^2)

VRd,max

(kN)

Page 206: Armare Grinzi+Stalpi

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

Armare pe directie transversala a stalpului 3-B --> sens Y negativ

K

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

Armare pe directie transversala a stalpului C-3 --> sens X negativ

K

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

fcd

(N/mm^2)

fyd

(N/mm^2)

fywd

(N/mm^2)

ν1 C Rd,c γ c K1

fck

(N/mm^2)

VRd,max

(kN)

fcd

(N/mm^2)

fyd

(N/mm^2)

fywd

(N/mm^2)

ν1 C Rd,c γ c K1

fck

(N/mm^2)

VRd,max

(kN)

Page 207: Armare Grinzi+Stalpi

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

Armare pe directie transversala a stalpului D-3 --> sens X negativ

K

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20 1065.672

13.34 300 240 0.552 0.12 1.5 1.611 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.654

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65

13.34 300 240 0.552 0.12 1.5 1.61 0.15 20

13.34 300 240 0.552 0.12 1.5 1.61 0.15 2013.34 300 240 0.552 0.12 1.5 1.61 0.15 20 1068.65413.34 300 240 0.552 0.12 1.5 1.61 0.15 20

Armare pe directie transversala a stalpului E-3 --> sens X negativ

fcd

(N/mm^2)

fyd

(N/mm^2)

fywd

(N/mm^2)

ν1 C Rd,c γ c K1

fck

(N/mm^2)

VRd,max

(kN)

Page 208: Armare Grinzi+Stalpi

K

13.34 300 240 0.552 0.12 1.5 1.54 0.15 2013.34 300 240 0.552 0.12 1.5 1.54 0.15 20 1704.87613.34 300 240 0.552 0.12 1.5 1.54 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.613.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 2013.34 300 240 0.552 0.12 1.5 1.539 0.15 20 1708.60413.34 300 240 0.552 0.12 1.5 1.539 0.15 20

fcd

(N/mm^2)

fyd

(N/mm^2)

fywd

(N/mm^2)

ν1 C Rd,c γ c K1

fck

(N/mm^2)

VRd,max

(kN)

Page 209: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X negativ

Asw,nec

0.005 406.250 505.887

290.983 2034.96 119.223 0.3121 0.0323 0.0015 121.875 505.887

DA 0.0035 284.375 505.887

Asw,ρmin

0.005 406.250 465.780

512.21 1695.68 403.733 0.3119 0.0154 0.0015 121.875 504.595

DA 0.0035 284.375 465.780

Asw,nec

0.005 406.250 465.780

453.231 1344.32 344.755 0.3119 0.0154 0.0015 121.875 465.780

DA 0.0035 284.375 465.780

Asw,nec

0.005 406.250 437.927

365.077 1006.55 288.057 0.3119 0.0099 0.0015 121.875 437.927

DA 0.0035 284.375 437.927

Asw,ρmin

0.005 406.250 298.151

312.36 692.49 235.34 0.3119 0.0099 0.0015 121.875 298.151

DA 0.0035 284.375 298.151

Asw,ρmin

0.005 406.250 238.333

264.509 407.42 187.489 0.3119 0.0099 0.0015 121.875 238.333

DA 0.0035 284.375 238.333

Asw,ρmin

0.005 406.250 172.254

219.238 137.72 142.218 0.3119 0.0099 0.0015 121.875 172.254

DA 0.0035 284.375 172.254

Armare pe directie transversala a stalpului B-3 --> sens X negativ

Asw,nec

0.005 375.000 511.673

264.326 1920.16 103.243 0.3200 0.0383 0.0015 112.500 511.673

DA 0.0035 262.500 511.673

Asw,ρmin

0.005 375.000 470.995

482.178 1622.75 378.562 0.3198 0.0183 0.0015 112.500 510.245

DA 0.0035 262.500 470.995

Asw,nec

0.005 375.000 470.995

433.46 1335.73 329.844 0.3198 0.0183 0.0015 112.500 470.995

DA 0.0035 262.500 470.995

Asw,nec

0.005 375.000 401.377

355.779 1046.43 280.739 0.3198 0.0117 0.0015 112.500 401.377

DA 0.0035 262.500 401.377

Asw,nec

0.005 375.000 345.105

VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec

(mm^2)

VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec

(mm^2)

Page 210: Armare Grinzi+Stalpi

305.574 750.65 230.534 0.3198 0.0117 Asw,nec 0.0015 112.500 345.105

DA 0.0035 262.500 345.105

Asw,nec

0.005 375.000 291.376

253.886 446.13 178.846 0.3198 0.0117 0.0015 112.500 291.376

DA 0.0035 262.500 291.376

Asw,ρmin

0.005 375.000 200.914

194.384 95.58 119.345 0.3198 0.0117 0.0015 112.500 200.914

DA 0.0035 262.500 200.914

Armare pe directie transversala a stalpului 3-B --> sens Y negativ

Asw,nec

0.005 375.000 499.223

264.346 2039.34 103.263 0.3200 0.0383 0.0015 112.500 499.223

DA 0.0035 262.500 499.223

Asw,ρmin

0.005 375.000 459.535

497.87 1715.20 394.254 0.3198 0.0183 0.0015 112.500 497.830

DA 0.0035 262.500 459.535

Asw,ρmin

0.005 375.000 459.535

444.143 1398.67 340.527 0.3198 0.0183 0.0015 112.500 459.535

DA 0.0035 262.500 459.535

Asw,nec

0.005 375.000 401.142

362.14 1083.91 287.101 0.3198 0.0117 0.0015 112.500 401.142

DA 0.0035 262.500 401.142

Asw,nec

0.005 375.000 355.529

308.624 768.62 233.585 0.3198 0.0117 0.0015 112.500 355.529

DA 0.0035 262.500 355.529

Asw,nec

0.005 375.000 301.079

254.928 452.27 179.888 0.3198 0.0117 0.0015 112.500 301.079

DA 0.0035 262.500 301.079

Asw,nec

0.005 375.000 240.228

194.408 95.72 119.369 0.3198 0.0117 0.0015 112.500 240.228

DA 0.0035 262.500 240.228

Armare pe directie transversala a stalpului C-3 --> sens X negativ

Asw,nec

0.005 375.000 459.685

264.350 2061.89 103.267 0.3200 0.0383 0.0015 112.500 459.685

DA 0.0035 262.500 459.685

VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec

(mm^2)

VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec

(mm^2)

Page 211: Armare Grinzi+Stalpi

Asw,ρmin

0.005 375.000 423.141

498.63 1719.68 395.015 0.3198 0.0183 0.0015 112.500 458.403

DA 0.0035 262.500 423.141

Asw,ρmin

0.005 375.000 423.141

440.998 1380.14 337.382 0.3198 0.0183 0.0015 112.500 423.141

DA 0.0035 262.500 423.141

Asw,ρmin

0.005 375.000 370.428

355.232 1043.21 280.193 0.3198 0.0117 0.0015 112.500 370.428

DA 0.0035 262.500 370.428

Asw,nec

0.005 375.000 330.380

298.455 708.71 223.416 0.3198 0.0117 0.0015 112.500 330.380

DA 0.0035 262.500 330.380

Asw,nec

0.005 375.000 277.504

242.291 377.82 167.251 0.3198 0.0117 0.0015 112.500 277.504

DA 0.0035 262.500 277.504

Armare pe directie transversala a stalpului D-3 --> sens X negativ

Asw,nec

0.005 375.000 456.643

264.339 2000.90 103.256 0.3200 0.0383 0.0015 112.500 456.643

DA 0.0035 262.500 456.643

Asw,ρmin

0.005 375.000 420.340

489.66 1666.83 386.044 0.3198 0.0183 0.0015 112.500 455.369

DA 0.0035 262.500 420.340

Asw,ρmin

0.005 375.000 420.340

434.3 1340.68 330.684 0.3198 0.0183 0.0015 112.500 420.340

DA 0.0035 262.500 420.340

Asw,ρmin

0.005 375.000 364.051

350.797 1017.08 275.757 0.3198 0.0117 0.0015 112.500 364.051

DA 0.0035 262.500 364.051

Asw,nec

0.005 375.000 320.723

296.038 694.47 220.999 0.3198 0.0117 0.0015 112.500 320.723

DA 0.0035 262.500 320.723

Asw,nec0.005 375.000 261.371

241.724 374.48 166.685 0.3198 0.0117 0.0015 112.500 261.371DA 0.0035 262.500 261.371

Armare pe directie transversala a stalpului E-3 --> sens X negativ

VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec

(mm^2)

Page 212: Armare Grinzi+Stalpi

Asw,nec0.005 468.750 382.840

345.445 1340.96 154.118 0.2991 0.0239 0.0015 140.625 382.840DA 0.0035 328.125 382.840

Asw,ρmin0.005 468.750 352.620

458.721 1142.10 342.591 0.2989 0.0114 0.0015 140.625 382.005DA 0.0035 328.125 352.620

Asw,ρmin0.005 468.750 352.620

426.881 949.13 310.751 0.2989 0.0114 0.0015 140.625 352.620DA 0.0035 328.125 352.620

Asw,nec0.005 468.750 318.352

356.276 747.64 277.505 0.2989 0.0073 0.0015 140.625 318.352DA 0.0035 328.125 318.352

Asw,nec0.005 468.750 293.741

320.682 531.92 241.911 0.2989 0.0073 0.0015 140.625 293.741DA 0.0035 328.125 293.741

Asw,nec0.005 468.750 240.945

282.187 298.62 203.417 0.2989 0.0073 0.0015 140.625 240.945DA 0.0035 328.125 240.945

VRd,c (kN) NEd (kN)VRd,c min

(kN)Vmin (kN) ρlong VEd<=VRd,c ρmin

Asw,ρmin (mm^2)

Asw,nec

(mm^2)

Page 213: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X negativ

565.487 5Φ12/125 0.0070 0.12 0.39 550 500 DA DA

565.487 5Φ12/125 0.0070 0.08 0.39 550 500 DA DA

565.487 5Φ12/125 0.0070 0.08 0.39 550 500 DA DA

565.487 5Φ12/125 0.0070 0.12 0.39 551.5 501.5 DA DA

565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA

565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA

565.487 5Φ12/125 0.0070 0.12 0.39 550.5 501.5 DA DA

565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA

565.487 5Φ12/125 0.0070 0.08 0.39 550.5 501.5 DA DA

452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA

452.389 4Φ12/125 0.0056 0.08 0.31 551.5 501.5 DA DA

452.389 4Φ12/125 0.0056 0.08 0.31 551.5 501.5 DA DA

452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA

392.699 5Φ10/125 0.0048 0.08 0.27 551.5 502.5 DA DA

392.699 5Φ10/125 0.0048 0.08 0.27 552.5 502.5 DA DA

452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA

314.159 4Φ10/125 0.0039 0.08 0.21 552.5 502.5 DA DA

314.159 4Φ10/125 0.0039 0.08 0.21 552.5 502.5 DA DA

452.389 4Φ12/125 0.0056 0.12 0.31 551.5 501.5 DA DA

314.159 4Φ10/125 0.0039 0.08 0.21 552.5 502.5 DA DA

392.699 5Φ10/150 0.0048 0.08 0.27 552.5 502.5 DA DA

Armare pe directie transversala a stalpului B-3 --> sens X negativ

565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.12 0.41 501.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.12 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin

As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin

Page 214: Armare Grinzi+Stalpi

392.699 5Φ10/125 0.0052 0.08 0.28 501.5 502.5 DA DA

392.699 5Φ10/125 0.0052 0.08 0.28 502.5 502.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

392.699 5Φ10/150 0.0052 0.08 0.28 502.5 502.5 DA DA

Armare pe directie transversala a stalpului 3-B --> sens Y negativ

565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.12 0.41 501.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.12 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

392.699 5Φ10/125 0.0052 0.08 0.28 501.5 502.5 DA DA

392.699 5Φ10/125 0.0052 0.08 0.28 502.5 502.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

392.699 5Φ10/150 0.0052 0.08 0.28 502.5 502.5 DA DA

Armare pe directie transversala a stalpului C-3 --> sens X negativ

565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin

As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin

Page 215: Armare Grinzi+Stalpi

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.23 501.5 502.5 DA DA

392.699 5Φ10/125 0.0052 0.08 0.28 502.5 502.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

Armare pe directie transversala a stalpului D-3 --> sens X negativ

565.487 5Φ12/125 0.0075 0.12 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500 500 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

565.487 5Φ12/125 0.0075 0.08 0.41 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 500.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.08 0.32 501.5 501.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.23 501.5 502.5 DA DA

314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

452.389 4Φ12/125 0.0060 0.12 0.32 501.5 501.5 DA DA314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA314.159 4Φ10/125 0.0042 0.08 0.22 502.5 502.5 DA DA

Armare pe directie transversala a stalpului E-3 --> sens X negativ

As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin

Page 216: Armare Grinzi+Stalpi

565.487 5Φ12/125 0.0060 0.12 0.36 650 500 DA DA452.389 4Φ12/125 0.0048 0.08 0.29 650 500 DA DA452.389 4Φ12/125 0.0048 0.08 0.29 650 500 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA452.389 4Φ12/125 0.0048 0.08 0.29 650.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 650.5 501.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 650.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 650.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 650.5 501.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 651.5 501.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 651.5 501.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA314.159 4Φ10/125 0.0034 0.08 0.20 651.5 502.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 652.5 502.5 DA DA565.487 5Φ12/125 0.0060 0.12 0.36 651.5 501.5 DA DA314.159 4Φ10/125 0.0034 0.08 0.20 652.5 502.5 DA DA392.699 5Φ10/125 0.0042 0.08 0.25 652.5 502.5 DA DA

As,ef (mm^2) Φetr ρw ωmin ωwd bi (mm) hi (mm) ρw>ρmin ωwd>ωmin

Page 217: Armare Grinzi+Stalpi

Armare pe directie transversala a stalpului A-3 --> sens X negativ

572.616 DA

572.616 DA

572.616 DA

574.082 DA

574.082 DA

574.082 DA

574.082 DA

574.082 DA

574.082 DA

459.266 DA

459.266 DA

459.266 DA

459.266 DA

398.668 DA

398.668 DA

459.266 DA

318.934 DA

318.934 DA

459.266 DA

318.934 DA

398.668 DA

Armare pe directie transversala a stalpului B-3 --> sens X negativ

523.758 DA

523.758 DA

523.758 DA

525.224 DA

525.224 DA

525.224 DA

525.224 DA

525.224 DA

525.224 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

VRds (kN)VRd,s >

VEd

VRds (kN)VRd,s >

VEd

Page 218: Armare Grinzi+Stalpi

364.739 DA

364.739 DA

420.179 DA

291.791 DA

291.791 DA

420.179 DA

291.791 DA

364.739 DA

Armare pe directie transversala a stalpului 3-B --> sens Y negativ

523.758 DA

523.758 DA

523.758 DA

525.224 DA

525.224 DA

525.224 DA

525.224 DA

525.224 DA

525.224 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

364.739 DA

364.739 DA

420.179 DA

291.791 DA

291.791 DA

420.179 DA

291.791 DA

364.739 DA

Armare pe directie transversala a stalpului C-3 --> sens X negativ

523.758 DA

523.758 DA

523.758 DA

VRds (kN)VRd,s >

VEd

VRds (kN)VRd,s >

VEd

Page 219: Armare Grinzi+Stalpi

420.179 DA

525.224 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

291.791 DA

364.739 DA

420.179 DA

291.791 DA

291.791 DA

Armare pe directie transversala a stalpului D-3 --> sens X negativ

523.758 DA

523.758 DA

523.758 DA

420.179 DA

525.224 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

420.179 DA

291.791 DA

291.791 DA

420.179 DA291.791 DA291.791 DA

Armare pe directie transversala a stalpului E-3 --> sens X negativ

VRds (kN)VRd,s >

VEd

Page 220: Armare Grinzi+Stalpi

670.332 DA536.266 DA536.266 DA671.798 DA537.439 DA466.527 DA671.798 DA466.527 DA466.527 DA671.798 DA466.527 DA466.527 DA671.798 DA373.221 DA466.527 DA671.798 DA373.221 DA466.527 DA

VRds (kN)VRd,s >

VEd