办公楼毕业设计弯矩分配.xlsx
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1、A轴节点(D轴节点)B轴节点(C轴节点)节点号上柱下柱右梁节点号左梁上柱(左梁)(右梁)5分配系数0.5590.44110分配系数0.530 固端弯矩-74.20固端弯矩74.20一次分传41.4832.72一次分传-39.14 20.20-19.5716.36二次分配-0.35-0.28二次分配0.40 最终弯矩61.33-61.33最终弯矩51.824分配系数0.3780.2990.3239分配系数0.3640.288 固端弯矩-106.88固端弯矩106.88一次分传40.4031.9634.52一次分传-38.39-30.38 20.7419.00-19.2017.26-15.43二次
2、分配-7.77-6.14-6.64二次分配5.654.47 最终弯矩53.3744.81-98.19最终弯矩91.40-41.343分配系数0.3690.3150.3168分配系数0.3560.304固端弯矩-102.98固端弯矩102.98一次分传38.0032.4432.54一次分传-36.16-30.88 15.9819.00-18.0816.27-16.45二次分配-6.24-5.32-5.34二次分配6.195.29 最终弯矩47.7446.12-93.86最终弯矩89.29-42.042分配系数0.3690.3150.3167分配系数0.3560.304固端弯矩-102.98固端弯
3、矩102.98一次分传38.0032.4432.54一次分传-36.16-30.88 16.2218.54-18.0816.27-15.49二次分配-6.15-5.25-5.27二次分配7.556.45 最终弯矩48.0745.72-93.79最终弯矩90.64-39.921分配系数0.3600.3080.3326分配系数0.3480.398固端弯矩-102.98固端弯矩102.98一次分传37.0731.7234.19一次分传-35.35-40.42 16.22-17.6717.09-15.49二次分配0.520.450.48二次分配0.040.05 最终弯矩53.8232.17-85.98
4、最终弯矩84.77-55.87楼层AB跨BC跨左端中间右端左端5.00-61.33-49.0654.7366.04 51.8241.45 -6.07-4.86 4.00-98.19-78.5559.6978.65 91.4073.12 -6.55-5.24 3.00-93.86-75.0962.9181.22 89.2971.43 -6.13-4.91 2.00-93.79-75.0362.2780.71 90.6472.51 -6.00-4.80 1.00-85.98-68.7869.1086.18 84.7767.82 -6.59-5.27层qL (kN/m)(m)AB跨515.837.5
5、0-9.5160.6358.0956.6754.14 421.977.50-6.7983.2981.4877.8072.31blMblMbmMbmMbrMbrMblMblMMV左V右V左V右321.977.50-4.5783.0081.7877.5076.29 221.977.50-3.1582.8181.9777.3176.48 121.977.50-1.2182.5582.2376.5176.18BC跨58.633.000.0012.9512.9510.7910.79 46.263.000.009.399.397.837.83 36.263.000.009.399.397.837.83 2
6、6.263.000.009.399.397.837.83 16.263.000.009.399.397.677.67层截面横梁剪力纵向荷载柱子自重NA(D)柱轴力A(D)柱剪力 (kN)(kN)(kN)(kN)(kN)(kN)71160.6312.3826.3373.0173.0129.412299.3499.3443383.2949.5024.30132.79205.8025.7144157.09256.4335583.0049.5024.30132.50338.3026.1666156.80413.2327782.8149.5024.30132.31470.6127.6588156.615
7、69.8419982.5549.5040.03132.05602.669.851010172.08741.92层截面横梁剪力纵向荷载柱子自重NB(C)柱轴力B(C)柱剪力 左(kN)右(kN)(kN)(kN)(kN)(kN)(kN)71158.0912.9519.9226.3390.9690.9622.3322117.29117.2943381.489.3979.6824.30170.55261.5123.7644194.85312.1435581.789.3979.6824.30170.85432.3622.5166195.15507.2927781.979.3979.6824.30171.
8、04603.4027.9488195.34702.6319982.239.3979.6840.03171.30774.696.831010211.33913.95AB跨层qL (kN/m)(m)AB跨5 4 3 2 1BC跨5 4 3 2 1MV左V右V左V右A轴节点(D轴节点)B轴节点(C轴节点)下柱右梁节点号上柱下柱右梁节点号(左梁)(左梁) 0.4180.0525分配系数0.5590.44110-0.35固端弯矩-74.20 -30.87-3.84一次分传41.4832.72 -15.19-1.9220.20-19.57 0.310.04二次分配-0.35-0.28 -45.74-6.0
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