（毕业设计计算书）八层办公楼建筑结构设计计算书（11-6）

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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)884.2A0.560.2800.2801.18B0.980.3500.3501.47C0.580.2900.2901.22874.2A0.560.3800.3801.60B0.980.4400.4401.85C0.580.3900.3901.64864.2A0.560.4300.4301.81B0.980.4500.4501.89C0.580.4400.4401.85854.2A0.560.4500.4501.89B0.980.4500.4501.89C0.580.4500.4501.8

2、9844.2A0.560.4500.4501.89B0.980.5000.5002.10C0.580.4500.4501.89834.2A0.560.5000.5002.10B0.980.5000.5002.10C0.580.5000.5002.10824.2A0.560.5500.5502.31B0.980.5000.5002.10C0.580.5500.5502.31814.8A0.640.7000.8800.7003.36B1.120.6440.8800.6443.09C0.670.7000.8800.7003.36注：（为反弯点至该层楼

3、面的距离）。（3）计算各柱端、梁端弯矩：①柱端弯矩计算：柱上下端弯矩按式：，计算；柱结点弯矩按式：计算，具体计算见表5-11，表5-12：②梁端弯矩计算：梁端弯矩按式计算，具体计算见表5-13，表5-14：③梁、柱端剪力计算：柱端剪力按式：计算，具体计算见表5-11，表5-12：12梁端剪力按式：计算，具体计算见表5-13，表5-14；④根据梁剪力计算柱轴力，按式：计算，具体计算见表5-11，表5-12：12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）（kN·m）（k

4、N·m）（kN·m）（kN）（kN）84.2A106.271.182.86×1041.08×1050.26428.07-84.8833.0184.8828.07-20.09B1.475.01×1040.46349.23-134.4072.37134.4049.23-1.43C1.222.95×1040.27328.97-86.4035.2986.4028.9721.5274.2A169.041.602.86×1041.08×1050.26444.65-116.2671.26149.2744.65-56.75B1.855.01×1040.4637

5、8.31-184.18144.71256.5578.31-4.25C1.642.95×1040.27346.09-118.0875.49153.3746.0961.0064.2A223.021.812.86×1041.08×1050.26458.90-141.02106.38212.2758.90-110.09B1.895.01×1040.463103.31-238.65195.26383.36103.31-8.43C1.852.95×1040.27360.80-143.01112.37218.5060.80118.5254.2A268.211

6、.892.86×1041.08×1050.26470.84-163.64133.89270.0270.84-177.59B1.895.01×1040.463124.25-287.01234.83482.27124.25-14.17C1.892.95×1040.27373.13-168.92138.21281.2973.13191.7644.2A303.041.892.86×1041.08×1050.26480.04-184.89151.27318.7880.04-254.68B2.105.01×1040.463140.38-294.80294.

7、80529.63140.38-20.31C1.892.95×1040.27382.62-190.85156.15329.0682.62274.9934.2A329.462.102.86×1041.08×1050.26487.02-182.73182.73334.0187.02-339.40B2.105.01×1040.463152.62-320.50320.50615.30152.62-27.08C2.102.95×1040.27389.82-188.63188.63344.7889.82366.4824.2A347.812.312.86×10

8、41.08×1050.26491.86-173.62212.20356.3591.86-429.94B2.105.01×1040.463161.12-