anexa Copertina

Project HERMES BUSINESS CAMPUS - CLADIRE CPart Anexa nr. 1 - VERIFICARE PROFILE COPERTINA SI PCDescription VERIFICARE DE REZISTENTA SI DEFORMABILITATENational code EC - ENAuthor SC CCA TEHNOREX SRL

2. Verificare structura de rezistenta perete cortina exterior

2.1. Prezentaregenerala structura

2.1.1. Montanti si rigle 3D


2.1.2. Insertii S235JR 3D


2.1.3. Prezentarecopertina 3D

2.1.4. Prezentareconsole copertina


2.1.5. Prezentare tiranti copertina

2.1.6. Prezentarebare orizontale ale copertina


2.1.7. Schema statica generala


2.1.8. MaterialeName Type Unit mass

[kg/m3]Modul E[MPa]

Poisson - nu G mod[MPa]

Thermal exp[m/mK]

EN-AW 6060 T66 (<3mm) manual Aluminium 2700.00 70000.00 0.3 26923.08 0.00

2.1.9. Sectiuni transversaleName M322280(a=105mm)Type Sectiune transversalaoarecareItem material EN-AW 6060 T66 (<3mm) manualFabrication generalBuckling y-y, z-z c cFEM analysisPicture

A [cm2] 9.79A y, z [cm2] 9.79 9.79I y, z [cm4] 167.14 32.41I w [cm6], t [cm4] 0.00 1.35Wel y, z [cm3] 27.05 12.96Wpl y, z [cm3] 36.27 15.66d y, z [mm] 0 0c YSCL, ZSCL [mm] 0 -1alfa [deg] 0.00AL [m2/m] 1.13

Name R322420(a=110mm)Type Sectiune transversalaoarecareItem material EN-AW 6060 T66 (<3mm) manualFabrication generalBuckling y-y, z-z c cFEM analysisPicture

A [cm2] 8.22A y, z [cm2] 8.22 8.22I y, z [cm4] 144.04 30.40I w [cm6], t [cm4] 0.00 0.78Wel y, z [cm3] 23.83 12.16Wpl y, z [cm3] 31.32 14.01d y, z [mm] 0 0c YSCL, ZSCL [mm] 0 0alfa [deg] 0.00AL [m2/m] 0.45

Name TABLA 280x10 S235JRType Full rectangularDetailed 280; 10Item material S 235Fabrication weldedBuckling y-y, z-z c cPicture


Type CFCHS48.3X4


Source description RautaruukkiOyj / Structural Hollow Sections EN10219 / Ed.2007Item material S 235Fabrication cold formedBuckling y-y, z-z c cPicture


Type T gDetailed 160; 120; 10; 6Item material S 235Fabrication generalBuckling y-y, z-z b bFEM analysisPicture


Name T2Type RHS80/40/5.0Source description British Standard / BS 5950 part 1 : 1990 & EN 10210-2Item material S 235Fabrication rolledBuckling y-y, z-z a aPicture


Type FLA80/10Source description Stahlbau Zentrum Schweiz / Konstruktionstabellen / 9.Ausgabe2005Item material S 235Fabrication rolledBuckling y-y, z-z c cPicture

A [cm2] 8.00A y, z [cm2] 6.71 6.67


I y, z [cm4] 0.67 42.67I w [cm6], t [cm4] 0.00 2.67Wel y, z [cm3] 1.33 10.67Wpl y, z [cm3] 2.00 16.00d y, z [mm] 0 0c YSCL, ZSCL [mm] 40 5alfa [deg] 0.00AL [m2/m] 0.18Type L gDetailed 160; 60; 10; 10Item material S 235Fabrication generalBuckling y-y, z-z b bFEM analysisPicture

A [cm2] 21.00A y, z [cm2] 21.00 21.00I y, z [cm4] 570.06 32.02I YSCL, ZSCL [cm4] 556.04 46.04I w [cm6], t [cm4] 0.00 8.52Wel y, z [cm3] 56.82 8.25Wpl y, z [cm3] 96.39 38.10d y, z [mm] 0 0c YSCL, ZSCL [mm] 12 62alfa [deg] 9.29IYZSCL [cm4] -85.71AL [m2/m] 0.44

Type L gDetailed 60; 160; 10; 10Item material S 235Fabrication generalBuckling y-y, z-z b bFEM analysisPicture

A [cm2] 21.00A y, z [cm2] 21.00 21.00I y, z [cm4] 570.06 32.02I YSCL, ZSCL [cm4] 46.04 556.04I w [cm6], t [cm4] 0.00 8.52Wel y, z [cm3] 57.85 8.25Wpl y, z [cm3] 96.39 38.10d y, z [mm] 0 0c YSCL, ZSCL [mm] 62 12alfa [deg] -99.29IYZSCL [cm4] -85.71AL [m2/m] 0.44

Type T gDetailed 88; 120; 10; 6Item material S 235Fabrication generalBuckling y-y, z-z b bFEM analysisPicture


Type L gDetailed 88; 60; 10; 10


Item material S 235Fabrication generalBuckling y-y, z-z b bFEM analysisPicture

A [cm2] 13.80A y, z [cm2] 13.80 13.80I y, z [cm4] 122.53 23.02I YSCL, ZSCL [cm4] 105.70 39.85I w [cm6], t [cm4] 0.00 7.27Wel y, z [cm3] 20.59 7.18Wpl y, z [cm3] 35.84 16.00d y, z [mm] 0 0c YSCL, ZSCL [mm] 16 30alfa [deg] 24.28IYZSCL [cm4] -37.30AL [m2/m] 0.30

Type L gDetailed 60; 88; 10; 10Item material S 235Fabrication generalBuckling y-y, z-z b bFEM analysisPicture

A [cm2] 13.80A y, z [cm2] 13.80 13.80I y, z [cm4] 122.53 23.02I YSCL, ZSCL [cm4] 39.85 105.70I w [cm6], t [cm4] 0.00 7.27Wel y, z [cm3] 20.59 7.18Wpl y, z [cm3] 35.84 16.00d y, z [mm] 0 0c YSCL, ZSCL [mm] 30 16alfa [deg] -114.28IYZSCL [cm4] -37.30AL [m2/m] 0.30

Name TABLA140X10Type RectangleDetailed 140; 10Item material S 235Fabrication generalBuckling y-y, z-z b bFEM analysisPicture


2.1.10. ReazemeName Node System Type X Y Z Rx Ry Rz

Sn44 N214 GCS Standard Rigid Rigid Rigid Rigid Rigid RigidSn74 N213 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn75 N220 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn76 N221 GCS Standard Rigid Rigid Rigid Rigid Rigid Rigid


Name Node System Type X Y Z Rx Ry RzSn77 N227 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn78 N228 GCS Standard Rigid Rigid Rigid Rigid Rigid RigidSn79 N234 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn80 N235 GCS Standard Rigid Rigid Rigid Rigid Rigid RigidSn81 N241 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn82 N242 GCS Standard Rigid Rigid Rigid Rigid Rigid RigidSn83 N248 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn84 N249 GCS Standard Rigid Rigid Rigid Rigid Rigid RigidSn97 N324 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn98 N323 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn99 N325 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn100 N326 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn101 N322 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn102 N321 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn117 N424 GCS Standard Rigid Rigid Free Free Rigid RigidSn118 N443 GCS Standard Rigid Rigid Free Free Rigid RigidSn122 N502 GCS Standard Rigid Rigid Free Free Rigid RigidSn123 N503 GCS Standard Rigid Rigid Free Free Rigid RigidSn124 N504 GCS Standard Rigid Rigid Free Free Rigid RigidSn125 N505 GCS Standard Rigid Rigid Free Free Rigid RigidSn126 N501 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn127 N500 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn128 N499 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn129 N498 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn130 N497 GCS Standard Rigid Rigid Rigid Free Rigid RigidSn132 N496 GCS Standard Rigid Rigid Rigid Free Rigid Rigid

2.2. Prezentare incarcari si combinatii

2.2.1. Cazuride incarcareName Description Action type LoadGroup Load type Spec Direction Duration Master load case

LC1 Dead load Permanent Inc-perm Self weight -ZLC2 Gp Permanent Inc-perm StandardLC3 Wp Variable Inc-var Static Standard Medium NoneLC4 Ws Variable Inc-var Static Standard Medium NoneLC8 Za Variable Inc-var Static Standard Short NoneLC9 SX Variable Seism Dynamic Seismicity NoneLC11 SY Variable Seism Dynamic Seismicity NoneLC12 Z Variable Inc-var Static Standard Short None

2.2.2. CombinatiiName Type Load cases Coeff.

[-]CO1- P+Wp - SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC3 - Wp

1.35

1.35

1.50CO2- P+Wp - SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC3 - Wp

1.00

1.00

1.00CO4- P+Ws - SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC4 - Ws

1.00

1.00

1.00CO3- P+Ws - SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC4 - Ws

1.35

1.35

1.50CO5- P+Za - SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC8 - Za

1.35

1.35

1.50CO6- P+Za - SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC8 - Za

1.00

1.00

1.00C11- P+Z+Wp -SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC3 - Wp

LC12 - Z

1.35

1.35

1.05

1.50C12- P+Z+Ws -SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC4 - Ws

LC12 - Z

1.35

1.35

1.05

1.50C13- P+Ws+Z -SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

1.35

1.35

Name Type Load cases Coeff.[-]

C13- P+Ws+Z -SLU Linear - ultimate LC4 - Ws

LC12 - Z

1.50

1.05C14- P+Wp+Z -SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC3 - Wp

LC12 - Z

1.35

1.35

1.50

1.05C15- P+Wp+Z -SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC3 - Wp

LC12 - Z

1.00

1.00

1.00

0.70C16- P+Ws+Z -SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC4 - Ws

LC12 - Z

1.00

1.00

1.00

0.70C17- P+Z+Ws -SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC4 - Ws

LC12 - Z

1.00

1.00

0.70

1.00C18- P+Z+Wp -SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC3 - Wp

LC12 - Z

1.00

1.00

0.70

1.00CO5- P+Z - SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC12 - Z

1.35

1.35

1.50CO6- P+Z - SLS Linear - serviceability LC1 - Dead load

LC2 - Gp

LC12 - Z

1.00

1.00

1.00



CO7- P+Sx+Z3-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

1.00

0.30CO7- P+Sx+Z4-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

-1.00


LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

1.00

-0.30CO7- P+Sx+Z6-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

-1.00

-0.30CO7- P+Sx+Z7-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

1.00

0.30


LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

-1.00

0.30


LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

1.00

-0.30


LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

-1.00

-0.30

0.40


CO7- P+Sy+Z3-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

0.30

1.00CO7- P+Sy+Z4-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

0.30

-1.00CO7- P+Sy+Z5-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

-0.30


LC2 - Gp

LC9 - SX

LC11 - SY

1.00

1.00

-0.30

-1.00CO7- P+Sy+Z7-SLU Linear - ultimate LC1 - Dead load

LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

0.30

1.00


LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

0.30

-1.00


LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

-0.30

1.00


LC2 - Gp

LC9 - SX

LC11 - SY

LC12 - Z

1.00

1.00

-0.30

-1.00

0.40


2.2.3. Prezentaregreutate sticla[kN]


2.2.4. Prezentarezapada[kN]


2.2.5. Prezentarezapada aglomerata[kN]


2.2.6. Prezentarepresiune vant[kN/mp]


2.2.7. Prezentaresuctiune vant[kN/mp]


2.3. Prezentareeforturi in barele de aluminiu din toate combinatiile SLU

2.3.1. Diagrama de moment incovoietor My


2.3.2. Diagrama de forta taietoare Vz


2.3.3. Diagrama de forta axiala N

2.3.4. Tabel eforturi interne pe bareLinear calculation,Extreme : Global, System : PrincipalSelection : AllClass : RC1Material : EN-AW 6060 T66 (<3mm) manualMember Case dx

[m]N

[kN]Vz[kN]

My[kNm]

B613 CO1- P+Wp - SLU/1 0.000 -6.22 0.87 0.46B427 CO1- P+Wp - SLU/1 0.150 0.46 -0.38 -0.05B506 C13- P+Ws+Z -SLU/2 0.000 -0.01 -9.24 2.08

Member Case dx[m]

N[kN]

Vz[kN]

My[kNm]

B833 C13- P+Ws+Z -SLU/2 0.040 0.01 8.47 0.34B867 C14- P+Wp+Z -SLU/3 0.350 -4.06 -4.42 -2.32B867 CO3- P+Ws - SLU/4 0.350 -4.06 5.55 2.92


2.4. Prezentareeforturi in insertiile S235JR din toate combinatiile SLU






2.4.4. Tabel eforturi interne pe bareLinear calculation,Extreme : Global, System : PrincipalSelection : AllClass : RC1Layer : teavaMember Case dx

[m]N

[kN]Vz[kN]

My[kNm]

B738 CO5- P+Za - SLU/5 0.000 -6.50 -2.87 2.05B736 CO1- P+Wp - SLU/1 0.150 1.52 -0.58 -0.09B1023 CO3- P+Ws - SLU/4 0.000 -3.18 -11.50 3.22

Member Case dx[m]

N[kN]

Vz[kN]

My[kNm]

B1091 C13- P+Ws+Z -SLU/2 0.000 0.00 14.73 0.00B889 CO1- P+Wp - SLU/1 0.010 0.03 -4.49 -2.60B897 C13- P+Ws+Z -SLU/2 0.010 0.03 5.94 3.45


2.5. Prezentareeforturi in consolele copertinei din toate combinatiile SLU



2.5.3. Tabel eforturi interne pe bareLinear calculation,Extreme : Global, System : PrincipalSelection : AllClass : RC1Layer : consoleMember Case dx

[m]Vz[kN]

My[kNm]

B465 CO5- P+Za - SLU/5 0.100 -6.05 -4.99B517 CO5- P+Za - SLU/5 0.100 11.26 8.16

Member Case dx[m]

Vz[kN]

My[kNm]

B465 C12- P+Z+Ws -SLU/6 0.100 -5.73 -6.12B517 C12- P+Z+Ws -SLU/6 0.100 10.13 9.27


2.6. Prezentareeforturi in barele orizontale ale copertinei din toate combinatiile SLU





2.6.4. Tabel eforturi interne pe bareLinear calculation,Extreme : Global, System : PrincipalSelection : AllClass : RC1Layer : orizontaMember Case dx

[m]N

[kN]Vz[kN]

My[kNm]

B500 C12- P+Z+Ws -SLU/6 0.000 -2.18 0.03 0.00B527 C12- P+Z+Ws -SLU/6 0.000 1.54 0.04 -0.02B528 CO5- P+Za - SLU/5 1.350 -0.11 -0.17 -0.06

Member Case dx[m]

N[kN]

Vz[kN]

My[kNm]

B525 CO5- P+Za - SLU/5 0.000 -0.10 0.17 -0.06B526 CO3- P+Ws - SLU/4 0.000 1.05 0.12 -0.08B525 CO5- P+Za - SLU/5 1.350 -0.10 0.09 0.12


2.7. Prezentareeforturi in tirantii copertinei din toate combinatiile SLU


2.7.2. Tabel eforturi interne pe bareLinear calculation,Extreme : Global, System : PrincipalSelection : AllClass : RC1Layer : TirantiMember Case dx

[m]N

[kN]B474 CO3- P+Ws - SLU/4 0.000 -1.45

Member Case dx[m]

N[kN]

B464 CO5- P+Za - SLU/5 2.000 4.10


2.8. Prezentareeforturi in piesele P10,P11,P13din toate combinatiile SLU






2.8.4. Tabel eforturi interne pe bareLinear calculation,Extreme : Member, System : PrincipalSelection : AllClass : RC1Layer : guseeMember Case dx

[m]N

[kN]Vz[kN]

My[kNm]

B410 C14- P+Wp+Z -SLU/3 0.000 -0.94 0.41 0.98B410 CO3- P+Ws - SLU/4 0.000 0.94 -3.48 -4.10B410 CO5- P+Za - SLU/5 0.150 -0.39 -6.89 -6.67B410 CO1- P+Wp - SLU/1 0.000 -0.76 2.87 3.40B410 C12- P+Z+Ws -SLU/6 0.150 0.38 -6.41 -7.68B410 CO1- P+Wp - SLU/1 0.150 -0.76 2.83 3.82B430 CO5- P+Za - SLU/5 0.000 -3.29 -11.66 -8.16B430 CO3- P+Ws - SLU/4 0.000 0.30 -5.11 -5.34B430 CO5- P+Za - SLU/5 0.150 -3.29 -11.70 -9.91B430 CO1- P+Wp - SLU/1 0.000 0.06 4.67 4.72B430 C12- P+Z+Ws -SLU/6 0.150 -2.23 -10.14 -10.75B430 CO1- P+Wp - SLU/1 0.150 0.06 4.63 5.42B440 CO5- P+Za - SLU/5 0.000 -1.82 -12.28 -9.33B440 CO3- P+Ws - SLU/4 0.000 0.38 -5.26 -5.60B440 CO5- P+Za - SLU/5 0.150 -1.82 -12.32 -11.18B440 CO1- P+Wp - SLU/1 0.000 -0.14 4.89 5.09B440 C12- P+Z+Ws -SLU/6 0.150 -1.08 -10.73 -11.90B440 CO1- P+Wp - SLU/1 0.150 -0.14 4.84 5.82B450 CO5- P+Za - SLU/5 0.000 -1.81 -12.28 -9.34B450 CO3- P+Ws - SLU/4 0.000 0.40 -5.27 -5.62B450 CO5- P+Za - SLU/5 0.150 -1.81 -12.32 -11.18B450 CO1- P+Wp - SLU/1 0.000 -0.15 4.89 5.10B450 C12- P+Z+Ws -SLU/6 0.150 -1.06 -10.73 -11.92B450 CO1- P+Wp - SLU/1 0.150 -0.15 4.85 5.83B460 CO5- P+Za - SLU/5 0.000 -3.32 -11.70 -8.18B460 CO3- P+Ws - SLU/4 0.000 0.29 -5.13 -5.35B460 CO5- P+Za - SLU/5 0.150 -3.32 -11.74 -9.94B460 CO1- P+Wp - SLU/1 0.000 0.07 4.68 4.73B460 C12- P+Z+Ws -SLU/6 0.150 -2.26 -10.17 -10.77B460 CO1- P+Wp - SLU/1 0.150 0.07 4.64 5.43B470 C14- P+Wp+Z -SLU/3 0.000 -0.95 0.42 1.00B470 CO3- P+Ws - SLU/4 0.000 0.96 -3.51 -4.14B470 CO5- P+Za - SLU/5 0.150 -0.38 -6.93 -6.72B470 CO1- P+Wp - SLU/1 0.000 -0.78 2.90 3.44B470 C12- P+Z+Ws -SLU/6 0.150 0.40 -6.46 -7.74B470 CO1- P+Wp - SLU/1 0.150 -0.78 2.86 3.87B537 CO5- P+Za - SLU/5 0.000 -3.29 10.63 7.05B537 CO3- P+Ws - SLU/4 0.000 0.30 4.87 4.84B537 CO1- P+Wp - SLU/1 0.100 0.06 -4.67 -4.72B537 CO5- P+Za - SLU/5 0.100 -3.29 11.66 8.16B537 C12- P+Z+Ws -SLU/6 0.100 -2.23 10.09 9.23B538 C14- P+Wp+Z -SLU/3 0.000 -0.95 -0.44 -0.95B538 CO3- P+Ws - SLU/4 0.000 0.96 3.37 3.80B538 CO1- P+Wp - SLU/1 0.100 -0.78 -2.90 -3.44B538 CO5- P+Za - SLU/5 0.100 -0.38 6.89 5.69B538 C12- P+Z+Ws -SLU/6 0.100 0.40 6.41 6.78B539 CO5- P+Za - SLU/5 0.000 -1.81 11.26 8.16

Member Case dx[m]

N[kN]

Vz[kN]

My[kNm]

B539 CO3- P+Ws - SLU/4 0.000 0.40 5.03 5.10B539 CO1- P+Wp - SLU/1 0.100 -0.15 -4.89 -5.10B539 CO5- P+Za - SLU/5 0.100 -1.81 12.28 9.34B539 C12- P+Z+Ws -SLU/6 0.100 -1.06 10.69 10.31B540 CO5- P+Za - SLU/5 0.000 -1.82 11.26 8.15B540 CO3- P+Ws - SLU/4 0.000 0.38 5.02 5.09B540 CO1- P+Wp - SLU/1 0.100 -0.14 -4.89 -5.09B540 CO5- P+Za - SLU/5 0.100 -1.82 12.28 9.33B540 C12- P+Z+Ws -SLU/6 0.100 -1.08 10.68 10.30B541 C14- P+Wp+Z -SLU/3 0.000 -0.94 -0.43 -0.94B541 CO3- P+Ws - SLU/4 0.000 0.94 3.35 3.76B541 CO1- P+Wp - SLU/1 0.100 -0.76 -2.87 -3.40B541 CO5- P+Za - SLU/5 0.100 -0.39 6.84 5.64B541 C12- P+Z+Ws -SLU/6 0.100 0.38 6.37 6.72B542 CO5- P+Za - SLU/5 0.000 -3.32 10.67 7.06B542 CO3- P+Ws - SLU/4 0.000 0.29 4.88 4.84B542 CO1- P+Wp - SLU/1 0.100 0.07 -4.68 -4.73B542 CO5- P+Za - SLU/5 0.100 -3.32 11.70 8.18B542 C12- P+Z+Ws -SLU/6 0.100 -2.26 10.12 9.25B475 CO3- P+Ws - SLU/4 0.000 -0.76 0.80 -0.08B475 C14- P+Wp+Z -SLU/3 0.100 0.64 -0.81 0.00B475 C14- P+Wp+Z -SLU/3 0.000 0.63 -0.81 0.08B543 CO3- P+Ws - SLU/4 0.000 -0.32 0.00 0.00B543 CO5- P+Za - SLU/5 0.100 2.36 0.00 0.00B543 C12- P+Z+Ws -SLU/6 0.000 1.56 0.00 0.00B543 CO1- P+Wp - SLU/1 0.000 -0.10 0.00 0.00B544 CO3- P+Ws - SLU/4 0.000 -0.35 -0.32 0.03B544 CO5- P+Za - SLU/5 0.100 1.30 1.52 0.00B544 CO5- P+Za - SLU/5 0.000 1.29 1.52 -0.15B545 CO3- P+Ws - SLU/4 0.000 -0.37 0.34 -0.03B545 CO5- P+Za - SLU/5 0.100 1.30 -1.52 0.00B545 CO5- P+Za - SLU/5 0.000 1.29 -1.52 0.15B546 CO3- P+Ws - SLU/4 0.000 -0.32 0.00 0.00B546 CO5- P+Za - SLU/5 0.100 2.37 0.00 0.00B546 CO1- P+Wp - SLU/1 0.000 -0.11 0.00 0.00B546 C12- P+Z+Ws -SLU/6 0.000 1.57 0.00 0.00B547 CO3- P+Ws - SLU/4 0.000 -0.77 -0.82 0.08B547 C14- P+Wp+Z -SLU/3 0.100 0.64 0.82 0.00B547 C14- P+Wp+Z -SLU/3 0.000 0.64 0.82 -0.08B583 CO3- P+Ws - SLU/4 0.000 -1.62 1.02 0.00B583 CO5- P+Za - SLU/5 0.000 5.50 -4.32 0.00B583 CO5- P+Za - SLU/5 0.150 5.50 -4.34 -0.65B583 CO3- P+Ws - SLU/4 0.150 -1.62 1.00 0.15B586 CO3- P+Ws - SLU/4 0.000 -1.65 1.04 0.00B586 CO5- P+Za - SLU/5 0.000 5.51 -4.33 0.00B586 CO5- P+Za - SLU/5 0.150 5.51 -4.35 -0.65B586 CO3- P+Ws - SLU/4 0.150 -1.65 1.01 0.15


2.9. Verificarea de rezistenta din toate combinatiile SLU

2.9.1. Diagrama VONMISES pe montanti si rigle[MPa]

2.9.2. Tabel eforturi pe montanti si rigleLinear calculation,Extreme : Cross-sectionSelection : AllClass : RC1Material : EN-AW 6060 T66 (<3mm) manualMember Case dx

[m]Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B867 RC1 0.350 -112.01 99.24 14.65 112.01B416 RC1 0.000 0.00 0.23 0.59 1.04B605 RC1 1.480 -3.76 0.00 3.33 6.63B1117 RC1 0.000 -108.83 102.41 15.81 108.83B853 RC1 0.987 -38.36 37.91 0.02 38.36B506 RC1 0.000 -76.75 73.56 24.40 76.75

Member Case dx[m]

Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B1037 RC1 0.970 -0.26 0.00 0.30 0.57B1094 RC1 0.764 -34.81 30.69 0.59 34.81B855 RC1 1.350 0.00 0.00 4.96 8.59


2.9.3. Diagrama VONMISES pe insertii[MPa]

2.9.4. Tabel eforturi pe insertiiLinear calculation,Extreme : Cross-sectionSelection : AllClass : RC1Layer : teavaMember Case dx

[m]Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B898 RC1 0.000 -171.82 171.85 3.94 171.85B721 RC1 0.000 0.00 1.36 1.18 2.45B719 RC1 0.120 -2.78 0.00 8.58 15.12B897 RC1 0.010 -171.81 171.86 9.47 171.86B1078 RC1 0.000 -42.38 42.42 0.28 42.42

Member Case dx[m]

Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B1091 RC1 0.000 0.00 0.00 23.47 40.64B1145 RC1 0.000 0.00 0.70 0.60 1.26


2.9.5. Diagrama VONMISES pe consoleMPa]

2.9.6. Tabel eforturi pe consoleLinear calculation,Extreme : Cross-sectionSelection : AllClass : RC1Layer : consoleMember Case dx

[m]Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B413 RC1 0.450 -18.37 21.62 2.02 21.65B413 RC1 0.000 0.00 0.00 0.00 0.00B455 RC1 0.450 -19.59 43.77 6.78 43.77B465 RC1 0.100 -112.90 134.88 6.07 135.22B517 RC1 0.100 -108.89 217.77 15.91 217.77

Member Case dx[m]

Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B523 RC1 0.100 -111.92 133.67 6.03 134.01B531 RC1 0.450 -18.76 22.10 2.05 22.14


2.9.7. Diagrama VONMISES pe barele orizontale ale copertineiMPa]

2.9.8. Tabel eforturi pe barele orizontale ale copertineiLinear calculation,Extreme : Cross-sectionSelection : AllClass : RC1Layer : orizontaMember Case dx

[m]Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B500 RC1 0.000 -29.81 21.98 0.90 29.82B527 RC1 0.685 -2.33 5.73 0.06 5.73B518 RC1 1.121 -3.68 1.96 0.09 3.68

Member Case dx[m]

Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B518 RC1 0.685 -4.21 2.61 0.01 4.21B525 RC1 0.000 -12.71 11.02 2.81 12.88B518 RC1 0.249 -3.61 1.98 0.09 3.61


2.9.9. Diagrama VONMISES pe tirantii copertineiMPa]

2.9.10. Tabel eforturi pe tirantii copertineiLinear calculation,Extreme : Cross-sectionSelection : AllClass : RC1Layer : TirantiMember Case dx

[m]Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B474 RC1 1.099 -8.41 7.67 0.58 8.44B464 RC1 0.000 -1.05 7.65 0.35 7.67B424 RC1 0.000 -4.21 2.93 0.77 4.37B464 RC1 1.125 -5.70 12.49 0.18 12.49

Member Case dx[m]

Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B424 RC1 2.436 -4.81 6.76 0.78 6.76


2.9.11. Diagrama VONMISES pe piesele P10,P11,P13 [MPa]

2.9.12. Tabel eforturi pe piesele P10,P11,P13Linear calculation,Extreme : Cross-sectionSelection : AllClass : RC1Layer : guseeMember Case dx

[m]Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B538 RC1 0.000 -106.68 106.96 1.01 106.96B410 RC1 0.075 -63.36 63.63 0.98 63.63B440 RC1 0.000 -79.29 78.51 0.02 79.29B470 RC1 0.000 -72.48 72.77 1.01 72.77

Member Case dx[m]

Normal -[MPa]

Normal +[MPa]

Shear[MPa]

von Mises[MPa]

B544 RC1 0.000 -129.48 132.72 6.56 132.83B546 RC1 0.000 -27.67 33.59 7.20 33.65B583 RC1 0.150 -89.71 97.57 4.65 97.57B586 RC1 0.150 -89.55 97.42 4.66 97.42


2.10. Verificarea de deformabilitate din toate combinatiile SLS

2.10.1. Deformata pe orizontala[mm]


2.10.2. Deformata pe verticala

2.10.3. Tabel deformatii pe bareLinear calculation,Extreme : Cross-section, System : PrincipalSelection : AllClass : RC2

Case Member dx[m]

uy[mm]

uz[mm]

C17- P+Z+Ws -SLS/7 B413 0.000 -3.0 -5.6CO2- P+Wp - SLS/8 B413 0.000 1.6 2.9C17- P+Z+Ws -SLS/7 B575 0.729 -0.1 3.0C17- P+Z+Ws -SLS/7 B563 0.729 0.1 3.0CO2- P+Wp - SLS/8 B871 0.925 0.0 -8.8C16- P+Ws+Z -SLS/9 B866 0.925 0.0 11.4C17- P+Z+Ws -SLS/7 B538 0.050 -0.2 0.0C17- P+Z+Ws -SLS/7 B541 0.050 0.2 0.0CO2- P+Wp - SLS/8 B539 0.000 0.0 0.0C17- P+Z+Ws -SLS/7 B539 0.000 0.0 0.1C17- P+Z+Ws -SLS/7 B474 2.441 -3.0 0.4C17- P+Z+Ws -SLS/7 B424 2.436 3.0 0.4C17- P+Z+Ws -SLS/7 B525 1.227 0.0 -6.0CO2- P+Wp - SLS/8 B527 0.498 0.0 2.9C16- P+Ws+Z -SLS/9 B455 0.450 0.0 5.1CO2- P+Wp - SLS/8 B455 0.450 0.0 -2.6CO2- P+Wp - SLS/8 B445 0.000 0.0 -4.4C17- P+Z+Ws -SLS/7 B445 0.000 0.0 8.9CO2- P+Wp - SLS/8 B532 0.000 -0.8 2.0C17- P+Z+Ws -SLS/7 B532 0.000 1.6 -4.0CO2- P+Wp - SLS/8 B854 0.764 -1.0 -4.5C16- P+Ws+Z -SLS/9 B1030 1.350 0.0 -7.7C16- P+Ws+Z -SLS/9 B849 0.614 -0.8 7.9

Case Member dx[m]

uy[mm]

uz[mm]

C16- P+Ws+Z -SLS/9 B524 0.140 0.0 4.3C17- P+Z+Ws -SLS/7 B530 0.100 0.0 0.1CO2- P+Wp - SLS/8 B533 0.000 0.0 -2.9C17- P+Z+Ws -SLS/7 B533 0.000 0.0 6.0C17- P+Z+Ws -SLS/7 B536 0.000 -1.6 -4.0CO2- P+Wp - SLS/8 B536 0.000 0.8 2.0CO2- P+Wp - SLS/8 B531 0.000 -1.8 2.8C17- P+Z+Ws -SLS/7 B531 0.000 3.4 -5.5C17- P+Z+Ws -SLS/7 B545 0.100 -0.7 0.2CO2- P+Wp - SLS/8 B545 0.100 0.3 0.0CO6- P+Za - SLS/10 B544 0.100 -0.5 -0.3CO6- P+Za - SLS/10 B545 0.100 -0.5 0.3C17- P+Z+Ws -SLS/7 B586 0.000 -0.7 -0.8C17- P+Z+Ws -SLS/7 B583 0.000 0.7 -0.8C16- P+Ws+Z -SLS/9 B586 0.000 -0.6 -0.9CO2- P+Wp - SLS/8 B586 0.000 0.3 0.4C17- P+Z+Ws -SLS/7 B718 0.729 -0.1 3.0C17- P+Z+Ws -SLS/7 B738 0.729 0.1 3.0C16- P+Ws+Z -SLS/9 B1051 0.000 0.0 -7.7C16- P+Ws+Z -SLS/9 B1059 0.970 0.0 7.4


2.11. Prezentare reactiuni

2.11.1. Prezentare reazeme


2.11.2. Reactiuni SLU din CO3


2.11.3. Reactiuni SLU din CO5

2.11.4. Tabel reactiuni SLULinear calculation,Extreme : NodeSelection : AllClass : RC1Support Case Rx

[kN]Ry[kN]

Rz[kN]

Mx[kNm]

Sn44/N214 C12- P+Z+Ws -SLU/6 -1.80 -3.61 7.44 -7.01Sn44/N214 CO1- P+Wp - SLU/1 0.96 3.70 -1.80 3.08Sn44/N214 C13- P+Ws+Z -SLU/2 -1.78 -4.93 7.02 -6.47Sn44/N214 CO5- P+Za - SLU/5 -1.35 -0.39 7.91 -6.67Sn74/N213 C12- P+Z+Ws -SLU/6 0.00 3.97 4.41 0.00Sn74/N213 CO1- P+Wp - SLU/1 0.00 -4.44 4.41 0.00Sn74/N213 C14- P+Wp+Z -SLU/3 0.00 -4.44 4.41 0.00Sn74/N213 CO3- P+Ws - SLU/4 0.00 5.67 4.41 0.00Sn74/N213 CO7- P+Sx+Z3-SLU/11 0.00 0.00 3.27 0.00Sn75/N220 CO1- P+Wp - SLU/1 0.00 -8.62 8.35 0.00Sn75/N220 C12- P+Z+Ws -SLU/6 0.01 8.31 8.35 0.00Sn75/N220 C13- P+Ws+Z -SLU/2 0.01 11.35 8.35 0.00Sn75/N220 CO7- P+Sx+Z3-SLU/11 0.00 0.20 6.19 0.00Sn76/N221 CO1- P+Wp - SLU/1 -0.11 6.96 -2.61 4.21Sn76/N221 C13- P+Ws+Z -SLU/2 0.19 -14.21 11.30 -8.11Sn76/N221 C12- P+Z+Ws -SLU/6 0.19 -15.80 12.15 -8.67Sn76/N221 CO5- P+Za - SLU/5 0.14 -14.23 13.71 -8.44Sn77/N227 C12- P+Z+Ws -SLU/6 0.00 7.77 8.18 0.00Sn77/N227 CO1- P+Wp - SLU/1 0.00 -8.69 8.18 0.00Sn77/N227 C14- P+Wp+Z -SLU/3 0.00 -8.69 8.18 0.00Sn77/N227 CO3- P+Ws - SLU/4 0.00 11.09 8.18 0.00Sn77/N227 CO7- P+Sx+Z3-SLU/11 0.00 0.02 6.06 0.00Sn78/N228 CO1- P+Wp - SLU/1 -0.02 8.62 -2.87 4.36Sn78/N228 C13- P+Ws+Z -SLU/2 0.03 -11.66 11.72 -9.25Sn78/N228 CO5- P+Za - SLU/5 0.02 -1.82 14.29 -11.18Sn79/N234 CO1- P+Wp - SLU/1 0.00 -8.69 8.30 0.00Sn79/N234 C12- P+Z+Ws -SLU/6 0.00 7.77 8.30 0.00Sn79/N234 C14- P+Wp+Z -SLU/3 0.00 -8.69 8.30 0.00Sn79/N234 CO3- P+Ws - SLU/4 0.00 11.09 8.30 0.00Sn79/N234 CO7- P+Sx+Z3-SLU/11 0.00 0.03 6.15 0.00Sn80/N235 C12- P+Z+Ws -SLU/6 -0.04 -8.89 12.73 -10.62Sn80/N235 CO1- P+Wp - SLU/1 0.02 8.60 -2.85 4.38Sn80/N235 C13- P+Ws+Z -SLU/2 -0.04 -11.64 11.76 -9.27Sn80/N235 CO5- P+Za - SLU/5 -0.03 -1.81 14.32 -11.18Sn81/N241 C12- P+Z+Ws -SLU/6 -0.01 8.33 8.10 0.00Sn81/N241 CO1- P+Wp - SLU/1 0.00 -8.65 8.10 0.00Sn81/N241 C13- P+Ws+Z -SLU/2 -0.01 11.39 8.10 0.00Sn81/N241 CO7- P+Sx+Z3-SLU/11 0.00 0.19 6.00 0.00Sn82/N242 C12- P+Z+Ws -SLU/6 -0.20 -15.84 12.12 -8.69Sn82/N242 CO1- P+Wp - SLU/1 0.11 6.97 -2.69 4.22Sn82/N242 CO5- P+Za - SLU/5 -0.15 -14.27 13.69 -8.47Sn83/N248 CO1- P+Wp - SLU/1 0.00 -4.47 4.38 0.00Sn83/N248 C12- P+Z+Ws -SLU/6 0.00 4.00 4.38 0.00Sn83/N248 C14- P+Wp+Z -SLU/3 0.00 -4.47 4.38 0.00Sn83/N248 CO3- P+Ws - SLU/4 0.00 5.71 4.38 0.00Sn83/N248 CO7- P+Sx+Z3-SLU/11 0.00 0.00 3.25 0.00Sn84/N249 CO1- P+Wp - SLU/1 -0.97 3.71 -1.84 3.12Sn84/N249 C12- P+Z+Ws -SLU/6 1.82 -3.62 7.48 -7.07

Support Case Rx[kN]

Ry[kN]

Rz[kN]

Mx[kNm]

Sn84/N249 C13- P+Ws+Z -SLU/2 1.80 -4.95 7.05 -6.53Sn84/N249 CO5- P+Za - SLU/5 1.37 -0.38 7.95 -6.72Sn97/N324 C12- P+Z+Ws -SLU/6 -0.19 21.83 6.46 0.00Sn97/N324 CO1- P+Wp - SLU/1 0.09 -12.52 4.92 0.00Sn97/N324 C13- P+Ws+Z -SLU/2 -0.17 21.91 4.98 0.00Sn97/N324 CO3- P+Ws - SLU/4 -0.08 14.52 3.04 0.00Sn97/N324 CO5- P+Za - SLU/5 -0.18 15.77 8.40 0.00Sn98/N323 C12- P+Z+Ws -SLU/6 -0.01 6.92 2.19 0.00Sn98/N323 CO1- P+Wp - SLU/1 0.01 -7.74 2.19 0.00Sn98/N323 C13- P+Ws+Z -SLU/2 -0.01 9.89 2.19 0.00Sn98/N323 CO7- P+Sx+Z3-SLU/11 0.00 0.00 1.62 0.00Sn99/N325 C12- P+Z+Ws -SLU/6 0.00 13.48 4.15 0.00Sn99/N325 CO1- P+Wp - SLU/1 0.00 -15.08 4.15 0.00Sn99/N325 C13- P+Ws+Z -SLU/2 0.00 19.26 4.15 0.00Sn99/N325 CO7- P+Sx+Z3-SLU/11 0.00 0.05 3.07 0.00Sn99/N325 CO5- P+Za - SLU/5 0.00 0.00 4.15 0.00Sn100/N326 CO1- P+Wp - SLU/1 0.00 -15.08 4.09 0.00Sn100/N326 CO5- P+Za - SLU/5 0.00 0.00 4.09 0.00Sn100/N326 C13- P+Ws+Z -SLU/2 0.00 19.26 4.09 0.00Sn100/N326 CO7- P+Sx+Z3-SLU/11 0.00 0.04 3.03 0.00Sn101/N322 CO1- P+Wp - SLU/1 -0.09 -12.52 5.03 0.00Sn101/N322 C12- P+Z+Ws -SLU/6 0.19 21.81 6.60 0.00Sn101/N322 C13- P+Ws+Z -SLU/2 0.17 21.91 5.12 0.00Sn101/N322 CO3- P+Ws - SLU/4 0.08 14.53 3.18 0.00Sn101/N322 CO5- P+Za - SLU/5 0.18 15.75 8.52 0.00Sn102/N321 CO1- P+Wp - SLU/1 -0.01 -7.69 2.20 0.00Sn102/N321 C12- P+Z+Ws -SLU/6 0.01 6.87 2.20 0.00Sn102/N321 C13- P+Ws+Z -SLU/2 0.01 9.82 2.20 0.00Sn102/N321 CO7- P+Sx+Z3-SLU/11 0.00 0.00 1.63 0.00Sn117/N424 CO7- P+Sy+Z6-SLU/12 0.00 0.00 0.00 0.00Sn117/N424 CO7- P+Sy+Z7-SLU/13 0.00 0.00 0.00 0.00Sn117/N424 C14- P+Wp+Z -SLU/3 0.00 -5.14 0.00 0.00Sn117/N424 CO3- P+Ws - SLU/4 0.00 6.56 0.00 0.00Sn117/N424 CO1- P+Wp - SLU/1 0.00 -5.14 0.00 0.00Sn118/N443 CO7- P+Sy+Z10-SLU/14 0.00 -0.22 0.00 0.00Sn118/N443 CO7- P+Sy+Z3-SLU/15 0.00 0.10 0.00 0.00Sn118/N443 C14- P+Wp+Z -SLU/3 0.00 -10.24 0.00 0.00Sn118/N443 CO3- P+Ws - SLU/4 0.00 12.96 0.00 0.00Sn118/N443 CO1- P+Wp - SLU/1 0.00 -10.13 0.00 0.00Sn122/N502 CO7- P+Sy+Z6-SLU/12 0.00 -0.14 0.00 0.00Sn122/N502 CO7- P+Sy+Z3-SLU/15 0.00 0.14 0.00 0.00Sn122/N502 C14- P+Wp+Z -SLU/3 0.00 -10.00 0.00 0.00Sn122/N502 CO3- P+Ws - SLU/4 0.00 12.76 0.00 0.00Sn122/N502 CO1- P+Wp - SLU/1 0.00 -10.00 0.00 0.00Sn123/N503 CO7- P+Sy+Z6-SLU/12 0.00 -0.10 0.00 0.00Sn123/N503 CO7- P+Sy+Z3-SLU/15 0.00 0.10 0.00 0.00Sn123/N503 C14- P+Wp+Z -SLU/3 0.00 -10.00 0.00 0.00Sn123/N503 CO3- P+Ws - SLU/4 0.00 12.76 0.00 0.00


Support Case Rx[kN]

Ry[kN]

Rz[kN]

Mx[kNm]

Sn123/N503 CO1- P+Wp - SLU/1 0.00 -10.00 0.00 0.00Sn124/N504 CO7- P+Sy+Z6-SLU/12 0.00 -0.23 0.00 0.00Sn124/N504 CO7- P+Sy+Z7-SLU/13 0.00 0.11 0.00 0.00Sn124/N504 C14- P+Wp+Z -SLU/3 0.00 -10.21 0.00 0.00Sn124/N504 CO3- P+Ws - SLU/4 0.00 12.91 0.00 0.00Sn124/N504 CO1- P+Wp - SLU/1 0.00 -10.10 0.00 0.00Sn125/N505 CO7- P+Sy+Z10-SLU/14 0.00 0.00 0.00 0.00Sn125/N505 CO7- P+Sy+Z3-SLU/15 0.00 0.00 0.00 0.00Sn125/N505 C14- P+Wp+Z -SLU/3 0.00 -5.10 0.00 0.00Sn125/N505 CO3- P+Ws - SLU/4 0.00 6.51 0.00 0.00Sn125/N505 CO1- P+Wp - SLU/1 0.00 -5.10 0.00 0.00Sn126/N501 CO7- P+Sy+Z6-SLU/12 0.00 0.00 0.84 0.00Sn126/N501 CO7- P+Sy+Z3-SLU/15 0.00 0.00 0.84 0.00Sn126/N501 C14- P+Wp+Z -SLU/3 0.00 -3.29 1.14 0.00Sn126/N501 CO3- P+Ws - SLU/4 0.00 4.20 1.14 0.00Sn126/N501 CO7- P+Sx+Z3-SLU/11 0.00 0.00 0.84 0.00Sn126/N501 CO1- P+Wp - SLU/1 0.00 -3.29 1.14 0.00Sn127/N500 CO7- P+Sy+Z6-SLU/12 0.00 -0.15 1.53 0.00Sn127/N500 CO7- P+Sy+Z3-SLU/15 0.00 0.16 1.53 0.00Sn127/N500 CO1- P+Wp - SLU/1 0.00 -6.46 2.07 0.00Sn127/N500 C13- P+Ws+Z -SLU/2 0.00 8.26 2.07 0.00Sn127/N500 CO7- P+Sx+Z3-SLU/11 0.00 0.07 1.53 0.00Sn128/N499 CO7- P+Sy+Z6-SLU/12 0.00 -0.16 1.57 0.00Sn128/N499 CO7- P+Sy+Z3-SLU/15 0.00 0.16 1.57 0.00

Support Case Rx[kN]

Ry[kN]

Rz[kN]

Mx[kNm]

Sn128/N499 C14- P+Wp+Z -SLU/3 0.00 -6.41 2.12 0.00Sn128/N499 CO3- P+Ws - SLU/4 0.00 8.18 2.12 0.00Sn128/N499 CO7- P+Sx+Z3-SLU/11 0.00 0.05 1.57 0.00Sn128/N499 CO1- P+Wp - SLU/1 0.00 -6.41 2.12 0.00Sn129/N498 CO7- P+Sy+Z6-SLU/12 0.00 -0.11 1.55 0.00Sn129/N498 CO7- P+Sy+Z3-SLU/15 0.00 0.11 1.55 0.00Sn129/N498 C14- P+Wp+Z -SLU/3 0.00 -6.41 2.09 0.00Sn129/N498 CO3- P+Ws - SLU/4 0.00 8.18 2.09 0.00Sn129/N498 CO7- P+Sx+Z3-SLU/11 0.00 0.04 1.55 0.00Sn129/N498 CO1- P+Wp - SLU/1 0.00 -6.41 2.09 0.00Sn130/N497 CO7- P+Sy+Z6-SLU/12 0.00 -0.20 1.58 0.00Sn130/N497 CO7- P+Sy+Z3-SLU/15 0.00 0.22 1.58 0.00Sn130/N497 CO1- P+Wp - SLU/1 0.00 -6.43 2.13 0.00Sn130/N497 C13- P+Ws+Z -SLU/2 0.00 8.22 2.13 0.00Sn130/N497 CO7- P+Sx+Z3-SLU/11 0.00 0.09 1.58 0.00Sn132/N496 CO7- P+Sy+Z6-SLU/12 0.00 0.00 0.85 0.00Sn132/N496 CO7- P+Sy+Z3-SLU/15 0.00 0.00 0.85 0.00Sn132/N496 C14- P+Wp+Z -SLU/3 0.00 -3.26 1.15 0.00Sn132/N496 CO3- P+Ws - SLU/4 0.00 4.16 1.15 0.00Sn132/N496 CO7- P+Sx+Z3-SLU/11 0.00 0.00 0.85 0.00Sn132/N496 CO1- P+Wp - SLU/1 0.00 -3.26 1.15 0.00

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