表9-1 B柱荷载作用下内力计算表
点 0 1 2 3 4 5 6 7 8 9 10 11 12
x 0.00 1.71 3.42 5.13 6.84 7.50 8.55 9.90 10.26 11.97 13.68 15.39 17.10 x0.00 0.43 0.86 1.28 1.71 1.88 2.14 2.48 2.57 2.99 3.42 3.85 4.28 Ax1 0.879 0.60320 0.34887 0.15762 0.10050 0.03373 -0.01403 -0.02332 -0.04226 -0.04079 -0.02999 -0.01794 M V DxCx1 1 1678.27 -814.79 0.32659 0.59578 574.31 -491.99 -0.03902 0.28209 -34.22 -237.66 -0.18563 0.08162 -285.52 -73.01 -0.20470 -0.02354 -325.90 14.77 -0.19219 -0.04584 -308.30 33.79 -0.16124 -0.06376 -261.11 49.58 -0.11820 -0.06612 -193.30 52.61 -0.10515 -0.023 -172.49 51.34 -0.05631 -0.04929 -93.82 39.99 -0.02374 -0.03227 -40.67 26.50 -0.00347 -0.01626 -7.07 13.58 0.00682 -0.00556 10.24 4.83 表9-2 C柱荷载作用下内力计算表
点 0 1 2 3 4 5 6 7 8 9 10 11 12
x -7.5 -5.79 -4.08 -2.37 -0.66 0 1.05 2.4 2.76 4.47 6.18 7. 9.6 x Ax1.88 0.10050 1.45 0.26113 1.02 0.49300 0.59 0.76284 0.17 0.97417 0.00 1 0.26 0.94336 0.60 0.76284 0.69 0.69972 1.12 0.43301 1.55 0.21662 1.97 0.07312 2.40 -0.00562 M DxCx-0.19219 -0.04584 -255.18 -0.20459 0.02827 -283.90 -0.12011 0.185 -193.69 0.14307 0.45295 123.34 0.68887 0.83152 808.50 1 1 1524.74 0.54691 0.74514 865.43 0.14307 0.45295 267.44 0.05990 0.37981 142.22 -0.15267 0.14107 -186.06 -0.20779 0.00441 -283.07 -0.18211 0.05450 -240.03 -0.12817 -0.06702 -185.70 V -35.30 8.92 107.71 278.95 529.05 -722.60 -546.32 -339.63 -287.17 -113.55 -11.63 -40.12 45.99 表9-3 D柱荷载作用下内力计算表
点 0 1 2 3 4 5 6 7 8 9 10 11 12
x -9.9 -8.19 -6.48 -4.77 -3.06 -2.4 -1.35 0 0.36 2.07 3.78 5.49 7.2 x Ax2.48 -0.01403 2.05 0.05488 1.62 0.19592 1.19 0.386 0.77 0.479 0.60 0.76284 0.34 0.90360 0.00 1 0.09 0.99229 0.52 0.82307 0.95 0.53954 1.37 0.29732 1.80 0.12342 M DxCx-0.11820 -0.06612 -305.67 -0.17359 -0.05936 -453.77 -0.20771 -0.00590 -551.35 -0.17158 0.10914 -470.14 0 0.32240 -41.54 0.14307 0.45295 321.94 0.42033 0.66196 1032.00 1 1 2786.94 0.82819 0.91024 2318.68 0.24149 0.53228 710.48 -0.062 0.22496 -209.24 -0.198 0.04935 -521.65 -0.19853 -0.03765 -532.56 V -87.42 -80.66 -14.15 132.50 407.72 577.42 850.67 -1361.26 -1241.71 -733.94 -316.36 -75.16 46.06 表9-3 E柱荷载作用下内力计算表
点 0 1 2 3 4 5 6 7 8 9 10 11 12
x x Ax-17.1 4.28 -0.01794 -15.39 3.85 -0.02999 -13.68 3.42 -0.04079 -11.97 2.99 -0.04226 -10.26 2.57 -0.02332 -9.6 2.40 -0.01403 -8.55 2.14 0.03373 -7.2 -1.80 0.12342 -6.84 1.71 0.15762 -5.13 1.28 0.34887 -3.42 0.86 0.60320 -1.71 0.43 0.879 0 0.00 1 M V DxCx0.00682 -0.00556 13.73 -4.74 -0.00347 -0.01626 -4.56 -14.57 -0.02374 -0.03227 -41.23 -29.51 -0.05631 -0.04929 -101.25 -45.71 -0.10515 -0.023 -192.60 -60.57 -0.11820 -0.06612 -217.27 -62.67 -0.16124 -0.06376 -299.74 -61.94 -0.19853 -0.03765 -374.25 -39.86 -0.20470 -0.02354 -387.82 -27.47 -0.18563 0.08162 -3.77 66.84 -0.03902 0.28209 -110.31 250.14 0.32659 0.59578 547.88 541.28 1 1 2036.17 -986.34
