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no batan
g
Gaya batang panjang
batang
(L)
luas profil
(cm)ΔL=P.L/E.F
(cm)
Gaya batan
g akibat beban P(α)
Z =ΔL. α (cm)
berat sendiri (ton)
beban hidup (ton)
Total(p)
(kg)
A1=A83.205 185.319 188.524 600
250.7
0.000225597 0.875
0.000197
A2=A71.956 317.691 319.647 600
250.7
0.000382505 1.5
0.000574
A3=A61.5 397.113 398.613 600
250.7 0.000477 1.875
0.000894
A4=A50.499 397.113 397.612 600
250.7
0.000475802 1.875
0.000892
B1=B83.5 88.953 92.453 600
770.1 3.6016E-05 0.46 1.66E-05
B2=B76 583.079 589.079 600
770.1
0.000229481 1.21
0.000278
B3=B67.5 845.378 852.878 600
770.1
0.000332247 1.71
0.000568
B4=B58.001
1005.741
1013.742 600
770.1
0.000394913 1.96
0.000774
D1=D84.95 260.506 265.456 848
250.7
0.000317658 8.875
0.000449
D2=D73.536 274.849 278.385 848
250.7
0.000333129 9.875
0.000412
D3=D62.121 230.93 233.051 848
250.7 0.00027888 10.875
0.000493
D4=D50.707 182.193 182.9 848
250.7
0.000218867 11.875
0.000346
V1=V93.5 185.319 188.819 600
250.7 0.00022595 1
0.000226
V2=V82.5 117.926 120.426 600
250.7
0.000144108 0.875
0.000126
V3=V71.5 94.7 96.2 600
250.7
0.000115118 0.75 8.63E-05
V4=V60.5 79.202 79.702 600
250.7 9.53753E-05 0.625 5.96E-05
V50 30.029 30.029 600
250.7 3.59342E-05 0.375 1.35E-05
0.00640
