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Data Kuda-kuda Mutu Kayu E21 Dimensi Batang Panjang Ew 20000 Atas & Bawah 0.08 Fb 50 Vertikal & Diagon 0.1 Ft// 47 Gording 0.1 Fc// 40 Fv 5.9 Fc siku 19 Berat Jenis Kayu 508 Berat Jenis Gording 400 Batang Panjang Berat Bat Penutup Atap asbes A(1-8) 1.3444 10.32628 10 kg/m2 B(1-8) 1.1013 8.459041 Tekanan Angin 25 D1 & D6 1.3444 12.90785 + 5 D2 & D5 2.5621 24.59923 - -10 D3 & D4 2.5621 24.59923 Tinggi kolom 3.1 m V1 &V7 0.7711 7.403485 L 8.81 m V2 & V6 1.5422 14.80697 A 3.8 m V3 & V5 2.3133 22.21046 H 3.084414 derajat V4 3.084414 29.61408 a 35 sin a 0.573576 cos a 0.819152 tan a 0.700208 Beban Air Hujan 12 Perencanaan Batang Gording 1. Pembebanan Batang Gording Beban Mati Beban Penutup Atap 13.444 kg/m qDx 11.84091 Berat Sendiri Gording 7.2 kg/m qDy 16.91057 20.644 kg/m Beban Hidup Beban hidup (PPIUG 1983) 100 kg pLx 57.35764 pLy 81.9152 Beban Air Hujan qr 12 kg/m2 qRx 9.253394 qR 16.1328 kg/m qRy 13.21522

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Page 1: bab 2

Data Kuda-kuda

Mutu Kayu E21 Dimensi Batang Panjang Lebar JumlahEw 20000 Atas & Bawah 0.08 0.18 1Fb 50 Vertikal & Diagonal 0.1 0.18 1Ft// 47 Gording 0.1 0.18 1Fc// 40Fv 5.9Fc siku 19Berat Jenis Kayu 508Berat Jenis Gording 400 Batang Panjang Berat BatangPenutup Atap asbes A(1-8) 1.3444 10.32628

10 kg/m2 B(1-8) 1.1013 8.459041Tekanan Angin 25 D1 & D6 1.3444 12.90785

+ 5 D2 & D5 2.5621 24.59923- -10 D3 & D4 2.5621 24.59923

Tinggi kolom 3.1 m V1 &V7 0.7711 7.403485L 8.81 m V2 & V6 1.5422 14.80697A 3.8 m V3 & V5 2.3133 22.21046H 3.084414 derajat V4 3.084414 29.61408a 35sin a 0.573576cos a 0.819152tan a 0.700208Beban Air Hujan 12

Perencanaan Batang Gording

1. Pembebanan Batang Gording

Beban MatiBeban Penutup Atap 13.444 kg/m qDx 11.84091 MxDBerat Sendiri Gording 7.2 kg/m qDy 16.91057 MyD

20.644 kg/m

Beban HidupBeban hidup (PPIUG 1983) 100 kg pLx 57.35764 MxL

pLy 81.9152 MyL

Beban Air Hujanqr 12 kg/m2 qRx 9.253394 MxRqR 16.1328 kg/m qRy 13.21522 MyR

Page 2: bab 2

Beban Anginqw 0.3 qWx 37.5 MxWqW 10.083 kg/m qWy 0 MyW

2. Kombinasi Pembebanan

Digunakan kombinasi 1,2D+1,6L+0,8WMux 245.44629011 kgm Qux ???Muy 273.19941541 kgm Quy ???Vux 99.928821818 kgVuy 40.957602214 kg

3. Kontrol Tahanan Lentur

Fb' 500 kg/cm2Fbx 286.78821818 kg/cm2Fby 409.57602214 kg/cm2Sx 540 cm3Sy 300 cm3Tahanan Momen terkoreksiMx' 105308.63371 > 24544.63 OKMy' 83553.508517 > 27319.94 OKKontrol

0.5600486793 < 1 OK

4. Kontrol Tahanan Geser

Fv' 59 kg/cm2V'x 22.560673163 kg/cm2V'y 32.219980409 kg/cm2Tahanan Geser TerkoreksiVx' 905.13420731 > 99.92882 OKVy' 1292.665614 > 40.9576 OKKontrol

0.1420868227 < 1 OK

5. Kontrol Lendutan

E' 20000 Mpaijin 1.2666666667 cmIx 7776 cm4Iy 1536 cm4Ax 5.984082E-09Ay 4.326491E-08Axy 4.367679E-08 < 1.266667 OK

Page 3: bab 2

Data Kuda-kuda TITIK BUHUL

Luas kg0.0144 1 9.392661936 25.5436 27.36 45.97848 108.2747 100

0.018 2 20.48195192 51.0872 27.36 91.95696 190.8861 1000.018 3 30.0293852 51.0872 27.36 91.95696 200.4335 100

4 33.73112786 51.0872 27.36 91.95696 204.1353 1005 25.13332146 51.0872 27.36 91.95696 195.5375 1006 33.73112786 51.0872 27.36 91.95696 204.1353 1007 30.0293852 51.0872 27.36 91.95696 200.4335 1008 20.48195192 51.0872 27.36 91.95696 190.8861 1009 9.392661936 25.5436 27.36 45.97848 108.2747 100

10 12.16078391 0 0 12.16078 011 22.31645321 0 0 22.31645 012 31.86388649 0 0 31.86389 013 47.8653146 0 0 47.86531 014 31.86388649 0 0 31.86389 015 22.31645321 0 0 22.31645 016 12.16078391 0 0 12.16078 0

TOTAL 1783.544

Kontrol Dimensi Batang

Gaya Maximum Batang LuasAtas 45770.26 144 cm2Bawah 39393.22 144 cm2Diagonal 5538.75 180 cm2

Perencanaan Batang Gording Tegak 22551.54 180 cm2

Kontrol Dimensi Batang Bawah Kontrol Dimensi Batang TegakFt 37.6 Mpa Ft

376 kg/cm221.37285 T' 40608 kg T'30.52359 Kontrol Kontrol

39393.22 < 25989.12 TIDAK OK

Kontrol Dimensi Batang Atas Kontrol Dimensi Batang Diagonal103.5305 Ix 7776 cm4 Ix147.8569 Iy 1536 cm4 Iy

I 1536 cm4 Ir 3.265986324 r

16.70238 Fc* 32 Fc*23.85347 Po' 4608 Po'

Eo5 13800 Mpa Eo5

BERAT KUDA-KUDA ARAH Y

BERAT ATAP ARAH Y

BERAT GORDING

ARAH Y

BERAT LANGIT-

LANGIT ARAH Y

TOTAL BEBAN MATI

ARAH Y

BEBAN PEKERJA DAN ALAT ARAH Y

Page 4: bab 2

Eo5' 12420 Mpa Eo5'67.6875 Pc 104067494.8 Pc

0 ac 26661.77499 acCp 0.999992498 Cpp' 4607.965433 p'Kontrol Kontrol

45770.26 < 3317.735 TIDAK OK

Page 5: bab 2

BEBAN ANGIN to sap

30.65232 100 12.7718 0 -108.2747 -100 -12.771861.30464 100 25.5436 0 -190.8861 -100 -25.543661.30464 100 25.5436 0 -200.4335 -100 -25.543661.30464 100 25.5436 0 -204.1353 -100 -25.543661.30464 100 12.7718 -25.5436 -195.5375 -100 -12.7718 25.543661.30464 100 0 -51.0872 -204.1353 -100 51.087261.30464 100 0 -51.0872 -200.4335 -100 51.087261.30464 100 0 -51.0872 -190.8861 -100 51.087230.65232 100 0 -25.5436 -108.2747 -100 25.5436

0 0 0 0 -12.160780 0 0 0 -22.316450 0 0 0 -31.863890 0 0 0 -47.865310 0 0 0 -31.863890 0 0 0 -22.316450 0 0 0 -12.16078

900

Kontrol Dimensi Batang

Kontrol Dimensi Batang Tegak37.6 Mpa376 kg/cm2

50760 kg

22551.54 < 32486.4 OK

Kontrol Dimensi Batang Diagonal3888 cm4

768 cm4 768 cm4

2.06559111832

576013800 Mpa

BEBAN AIR HUJAN ARAH Y

TOTAL BEBAN

HIDUP ARAH Y

Page 6: bab 2

12420 Mpa41626997.938531.7679980.9999765575759.864966

5538.75 < 4147.103 TIDAK OK

Page 7: bab 2

10.4620520.9240920.9240920.9240910.46205 20.92409

41.8481841.8481841.8481820.92409

Page 8: bab 2

coba dicek lagi, hasil maksimum sapnya hanya ribuan kok

BATANG 1,4D 1,2D+1,6L

A1 -40539.91 -45030.53 -45770.26 -43861.84 -44601.56A2 -35109.97 -38907.44 -39561.03 -37738.75 -38392.34A3 -29484.58 -32616.81 -33184.27 -31448.12 -32015.58A4 -23663.74 -26158.65 -26639.98 -24989.96 -25471.29A5 -23663.74 -26158.65 -26743 -25196 -25780.35A6 -29484.58 -32616.81 -33201.16 -31481.9 -32066.24A7 -35109.97 -38907.44 -39491.79 -37600.25 -38184.6A8 -40539.91 -45030.53 -45614.88 -43551.08 -44135.43B1 33999.63 37765.78 38990.97 38168.03 39393.22B2 33999.63 37765.78 38990.97 38168.03 39393.22B3 29445.7 32630.52 33610.67 33032.78 34012.92B4 24727.85 27354.76 28089.87 27757.01 28492.12B5 24727.85 27354.76 27844.84 27266.94 27757.01B6 29445.7 32630.52 33120.6 32052.63 32542.7B7 33999.63 37765.78 38255.86 36697.81 37187.88B8 33999.63 37765.78 38255.86 36697.81 37187.88D1 -5429.93 -6123.09 -6415.27 -6123.09 -6415.27D2 -7733.42 -8647.94 -9049.6 -8647.94 -9049.6D3 -10690.49 -11860.98 -12397.58 -11860.98 -12397.58D4 -10690.49 -11860.98 -11860.98 -10787.77 -10787.77D5 -7733.42 -8647.94 -8647.94 -7844.62 -7844.62D6 -5429.93 -6123.09 -6123.09 -5538.75 -5538.75V1 298.7 256.03 256.03 256.03 256.03V2 3415.73 3727.77 3886.9 3727.77 3886.9V3 6745.67 7382.01 7700.26 7382.01 7700.26V4 20153.18 22074.15 22551.54 21119.38 21596.77V5 6745.67 7382.01 7382.01 6745.49 6745.49V6 3415.73 3727.77 3727.77 3409.51 3409.51V7 298.7 256.03 256.03 256.03 256.03

1,2D+1,6L+0,8 Wtekan

1,2D+1,6L+0,8 Whisap

1,2D+1,6L+0,8 Wtotal

ATAS

BAWAH

DIAGONAL

TEGAK

Page 9: bab 2

Batang Max Min AbsAtas -23663.74 -45770.26 45770.26Bawah 39393.22 24727.85 39393.22Diagonal -5429.93 -5538.75 5538.75Tegak 22551.54 256.03 22551.54

Page 10: bab 2

D 12 BUHUL 1ts 60 Pu max 3564tm 60 Ø 60Fyb 360 Fem 52

Fes 40Re 1.3Ko 1.166667Moda KelelehanIm 26635.89Is 16292.57IIIs (k) 0.998846IIIs 20203.98IV 18911.34Z terkecil 16292.57Jumlah Baut 0.336538