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1、反弯点计算表 表5-10总层数层数层高(m)轴线位置(m)884.2A0.560.2800.2801.18B0.980.3500.3501.47C0.580.2900.2901.22874.2A0.560.3800.3801.60B0.980.4400.4401.85C0.580.3900.3901.64864.2A0.560.4300.4301.81B0.980.4500.4501.89C0.580.4400.4401.85854.2A0.560.4500.4501.89B0.980.4500.4501.89C0.580.4500.4501.89844.2A0.560.4500.4501.8
2、9B0.980.5000.5002.10C0.580.4500.4501.89834.2A0.560.5000.5002.10B0.980.5000.5002.10C0.580.5000.5002.10824.2A0.560.5500.5502.31B0.980.5000.5002.10C0.580.5500.5502.31814.8A0.640.7000.8800.7003.36B1.120.6440.8800.6443.09C0.670.7000.8800.7003.36注：（为反弯点至该层楼面的距离）。（3）计算各柱端、梁端弯矩： 柱端弯矩计算： 柱上下端弯矩按式：，计算； 柱结点弯矩按
3、式：计算，具体计算见表5-11，表5-12： 梁端弯矩计算： 梁端弯矩按式计算，具体计算见表5-13，表5-14： 梁、柱端剪力计算： 柱端剪力按式：计算，具体计算见表5-11，表5-12： 梁端剪力按式：计算，具体计算见表5-13，表5-14； 根据梁剪力计算柱轴力，按式：计算，具体计算见表5-11，表5-12：11 地震荷载作用下KJ5柱内力计算表（从左到右） 表5-11层数层高（m）轴线位置（kN）（m）（N/mm）（N/mm）（kN）（kNm）（kNm）（kNm）（kN）（kN）84.2A106.271.182.861041.081050.26428.07-84.8833.0184.8
4、828.07-20.09B1.475.011040.46349.23-134.4072.37134.4049.23-1.43C1.222.951040.27328.97-86.4035.2986.4028.9721.5274.2A169.041.602.861041.081050.26444.65-116.2671.26149.2744.65-56.75B1.855.011040.46378.31-184.18144.71256.5578.31-4.25C1.642.951040.27346.09-118.0875.49153.3746.0961.0064.2A223.021.812.8610
5、41.081050.26458.90-141.02106.38212.2758.90-110.09B1.895.011040.463103.31-238.65195.26383.36103.31-8.43C1.852.951040.27360.80-143.01112.37218.5060.80118.5254.2A268.211.892.861041.081050.26470.84-163.64133.89270.0270.84-177.59B1.895.011040.463124.25-287.01234.83482.27124.25-14.17C1.892.951040.27373.13
6、-168.92138.21281.2973.13191.7644.2A303.041.892.861041.081050.26480.04-184.89151.27318.7880.04-254.68B2.105.011040.463140.38-294.80294.80529.63140.38-20.31C1.892.951040.27382.62-190.85156.15329.0682.62274.9934.2A329.462.102.861041.081050.26487.02-182.73182.73334.0187.02-339.40B2.105.011040.463152.62-
7、320.50320.50615.30152.62-27.08C2.102.951040.27389.82-188.63188.63344.7889.82366.4824.2A347.812.312.861041.081050.26491.86-173.62212.20356.3591.86-429.94B2.105.011040.463161.12-338.35338.35658.85161.12-34.32C2.312.951040.27394.83-179.22219.05367.8594.83464.2614.8A350.213.363.781041.291050.293102.52-1
8、47.63344.47359.83102.52-516.06B3.095.301040.411143.82-245.76444.57584.11143.82-40.78C3.363.831040.297103.87-149.57349.00368.62103.87556.85注： 对于梁，弯矩以梁下侧受拉为正，反之为负；剪力以绕杆端顺时针为正，反之为负； 对于柱，弯矩以柱左侧受拉为正，反之为负，轴力以压力为正，反之为负； 对于结点，则以逆时针为正，反之为负。地震荷载作用下KJ5柱内力计算表（从右到左） 表5-12层数层高（m）轴线位置（kN）（m）（N/mm）（N/mm）（kN）（kNm）（k
9、Nm）（kNm）（kN）（kN）84.2A106.271.182.861041.081050.26428.0784.88-33.01-84.88-28.0720.09B1.475.011040.46349.23134.40-72.37-134.40-49.231.43C1.222.951040.27328.9786.40-35.29-86.40-28.97-21.5274.2A169.041.602.861041.081050.26444.65116.26-71.26-149.27-44.6556.75B1.855.011040.46378.31184.18-144.71-256.55-78.
10、314.25C1.642.951040.27346.09118.08-75.49-153.37-46.09-61.0064.2A223.021.812.861041.081050.26458.90141.02-106.38-212.27-58.90110.09B1.895.011040.463103.31238.65-195.26-383.36-103.318.43C1.852.951040.27360.80143.01-112.37-218.50-60.80-118.5254.2A268.211.892.861041.081050.26470.84163.64-133.89-270.02-70.84177.59B1.895.011040.463124.25287.01-234.83-482.27-124.2514.17C1.892.951040.27373.13168.92-138.21-281.29-73.13-191.7644.2A303.041.892.861041.081050.26480.04184.89-151.27-318.78-80.04
