Gaya Batang
2
PEMBEBANAN Batang Beban Angin Kombinasi Muatan Sekunder I Sekunder II 1 2 3 4 2 + 3 2 + 4 A 1 -3233.5 -2316 -2412 -5549.5 -5645.5 A 2 -3043.6 -2231.7 -2323.2 -5275.3 -5366.8 A 3 -2605.2 -1898.7 -1985.5 -4503.9 -4590.7 A 4 -2415.3 -1814.3 -1896.9 -4229.6 -4312.2 A 5 -2353.7 -1835.4 -1752.8 -4189.1 -4106.5 A 6 -2543.6 -1924.2 -1837.2 -4467.8 -4380.8 A 7 -2982.1 -2261.6 -2170.2 -5243.7 -5152.3 A 8 -3233.4 -2412 -2316 -5645.4 -5549.4 B 1 2510.2 1140.1 2517 3650.3 5027.2 B 2 2266.9 1114.5 2274.3 3381.4 4541.2 B 3 2266.9 1549.3 1839.5 3816.2 4106.4 B 4 2510.1 1792.2 1865.1 4302.3 4375.2 B 5 1575.7 858.6 1583.6 2434.3 3159.3 D 1 -206.4 63.9 -206.1 -142.5 -412.5 D 2 363.6 147.7 363.3 511.3 726.9 D 3 -723 -182.3 -722.4 -905.3 -1445.4 D 4 833.4 401.6 832.9 1235 1666.3 D 5 -267.9 2.5 -267.6 -265.4 -535.5 D 6 1257.9 610.2 1257.1 1868.1 2515 D 7 -206.4 -206 64 -412.4 -142.4 D 8 363.6 363.2 147.6 726.8 511.2 D 9 -723 -722.4 -182.3 -1445.4 -905.3 D 10 833.4 955.9 524.6 1789.3 1358 D 11 -267.9 -267.5 2.5 -535.4 -265.4 D 12 1257.9 1380.1 733.2 2638 1991.1 H 1 243.2 25.5 242.9 268.7 486.1 H 2 243.1 242.9 25.5 486 268.6 Beban Tetap Tekanan Kiri Hisap Kanan Tekanan Kanan Hisap Kiri
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Transcript of Gaya Batang
PEMBEBANAN
BatangBeban Angin Kombinasi Muatan
Sekunder I Sekunder II
1 2 3 4 2 + 3 2 + 4 7A 1 -3233.5 -2316 -2412 -5549.5 -5645.5
-5645.5
A 2 -3043.6 -2231.7 -2323.2 -5275.3 -5366.8A 3 -2605.2 -1898.7 -1985.5 -4503.9 -4590.7A 4 -2415.3 -1814.3 -1896.9 -4229.6 -4312.2A 5 -2353.7 -1835.4 -1752.8 -4189.1 -4106.5A 6 -2543.6 -1924.2 -1837.2 -4467.8 -4380.8A 7 -2982.1 -2261.6 -2170.2 -5243.7 -5152.3A 8 -3233.4 -2412 -2316 -5645.4 -5549.4
B 1 2510.2 1140.1 2517 3650.3 5027.2
5027.2B 2 2266.9 1114.5 2274.3 3381.4 4541.2B 3 2266.9 1549.3 1839.5 3816.2 4106.4B 4 2510.1 1792.2 1865.1 4302.3 4375.2B 5 1575.7 858.6 1583.6 2434.3 3159.3
D 1 -206.4 63.9 -206.1 -142.5 -412.5
2638
D 2 363.6 147.7 363.3 511.3 726.9D 3 -723 -182.3 -722.4 -905.3 -1445.4D 4 833.4 401.6 832.9 1235 1666.3D 5 -267.9 2.5 -267.6 -265.4 -535.5D 6 1257.9 610.2 1257.1 1868.1 2515D 7 -206.4 -206 64 -412.4 -142.4
-1445.4
D 8 363.6 363.2 147.6 726.8 511.2D 9 -723 -722.4 -182.3 -1445.4 -905.3
D 10 833.4 955.9 524.6 1789.3 1358D 11 -267.9 -267.5 2.5 -535.4 -265.4D 12 1257.9 1380.1 733.2 2638 1991.1
H 1 243.2 25.5 242.9 268.7 486.1 486.1H 2 243.1 242.9 25.5 486 268.6
Beban Tetap
Gaya MaksTekanan Kiri
Hisap KananTekanan Kanan
Hisap Kiri
PEMBEBANAN
8
-5645.5
5027.2
2638
-1445.4
486.1
Gaya Desain
