附录3柱子剪力调整

A柱剪力调整层次SGkSQkSQk(雪）SWKSek组合一组合二组合三组合四组合五组合六组合七剪力调整6-34.73-9.68-21.569.81-55.1-58-39.49-44-32.55-37-26.8-52.32-55.23-51.91-55.84-29.52-51.273.046075-21.44-5.99-1.23.9520.43-31.5-38-20.2-31-15.91-272.124-50.99-34.11-28.3-38.25-2.349-47.567.907384-24.59-6.83-1.45.5826.98-35.2-45-21.7-37-16.78-327.069-63.08-39.07-31.08-45.141.2478-58.484.642413-23.16-6.43-1.47.433.29-31.4-44-17.43-38-12.8-3416.9-69.65-36.79-26.57-45.229.883-63.7100.2662-26.97-7.52-1.37.3431.51-37.6-50-22.09-43-16.69-3710.23-71.69-42.89-32.59-51.093.474-66.289.091721-10.11-2.84-0.417.361.53-1.9-3112.088-3614.11-3468.46-91.52-16.116.0876-37.5156.23-79.855.5905注：Hn取值为2-6层取3.6-0.7=2.9m，底层取值为5.0-0.7=4.3m 组合一计算公式1.35SGk +1.4*(0.7SQk+0.6Swk)；组合二1.2SGk+1.4SQk ；组合三1.2SGk+1.4*0.9*(SQk+SWk) ;组合四=Re1.2*（SGk+0.5SQk）+1.3SEk ；组合五=1.2恒+1.4风；组合六=1.0恒+1.4风；组合七=1.0（恒+0.5活）+1.3地震；剪力调整V=Revc（M bc +M lc）/HNB柱剪力调整层次SGkSQkSQk(雪）SWKSek组合一组合二组合三组合四组合五组合六组合七剪力调整625.977.31.496.3135.9947.5136.939.99822.334.80417.176.41-17.1741.38448.31332.411341.89262.456.37434518.655.11.0411.759.914020.338.76635.032.2799.08-56.6829.5243.54814.064282.4415074.88207420.15.521.1217.1381.646.9318.248.1020.1444.082-3.9128.9-83.2231.84852.6599.4914323.3414398.86966319.45.321.1321.7897.249.713.153.772-7.249.892-11148.4-104.330.72857.4262.5404332.42117.6108.331221.946.02127.85113.458.9112.165.318-1360.93-17172.4-122.534.75669.004-1.178379.84129.1122.224117.992.190.2725.4992.6434.34-8.545.274-2643.676-28129.5-111.312.65444.465-19.77195.03-9.762.6678注：Hn取值为2-6层取3.6-0.7=2.9m，底层取值为5.0-0.7=4.3m 组合一计算公式1.35SGk +1.4*(0.7SQk+0.6Swk) ；组合二1.2SGk+1.4SQk ；组合三1.2SGk+1.4*0.9*(SQk+SWk) ；组合四=Re1.2*（SGk+0.5SQk）+1.3SEk ；组合五=1.2恒+1.4风；组合六=1.0恒+1.4风；组合七=1.0（恒+0.5活）+1.3地震；剪力调整V=Revc（M bc +M lc）/HNC柱剪力调整层次SGkSQkSQk(雪）SWKSek组合一组合二组合三组合四组合五组合六组合七剪力调整6-17.55-5.6-1.26.4136.56-23.8-35-12.09-30-8.576-2727.18-67.88-28.9-20.04-36.1919.642-61.248.847455-7.85-3.95-0.811.960.81-4.47-247.24-268.81-2569.23-88.88-14.950.597-29.3957.174-77.243.012344-9.6-4.28-0.917.3882.82-2.56-3212.812-3614.732-3495.93-119.4-17.514.986-38.8179.541-10395.320763-9.06-4.12-0.922.198.672.295-3520.068-4221.88-40117.2-139.4-16.6411.783-43.9197.688-12089.707242-10.34-4.67-0.728.3115.25.236-4227.212-5229.28-50137.1-162.5-18.9517.366-53.95114.41-140119.99281-3.78-1.7-0.225.6793.314.79-2831.402-4032.158-40116.7-125.9-6.91625.666-39.0298.374-10862.79717注：Hn取值为2-6层取3.6-0.7=2.9m，底层取值为5.0-0.7=4.3m 组合一计算公式1.35SGk +1.4*(0.7SQk+0.6Swk) ；组合二1.2SGk+1.4SQk ；组合三1.2SGk+1.4*0.9*(SQk+SWk) ；组合四=Re1.2*（SGk+0.5SQk）+1.3SEk ；组合五=1.2恒+1.4风；组合六=1.0恒+1.4风；组合七=1.0（恒+0.5活）+1.3地震；剪力调整V=Revc（M bc +M lc）/HND柱剪力调整层次SGkSQkSQk(雪）SWKSek组合一组合二组合三组合四组合五组合六组合七剪力调整626.37.971.641.7510.8144.7941.834.0129.128.7523.944.3416.23242.71843.80739.39742.83618.9545.98207510.644.840.994.2221.822.6515.618.6766.8616.5484.7341.4-15.2819.54424.18413.54937.41-10.859.30069414.15.581.13628.9529.5419.525.328.5222.55.754.53-20.7524.73231.51116.39149.218-14.888.47972312.835.231.137.935.5229.0815.826.4564.3423.891.7761.62-30.7322.71831.9412.03255.004-23.595.46145215.376.171.018.134.5433.62029.7847.126.714.0363.36-26.4527.08236.42416.01256.991-19.3101.032815.92.340.2717.6362.7525.07-4.631.762-1830.582-1988.65-74.5110.35632.242-12.1976.55-62.178.93805注：Hn取值为2-6层取3.6-0.7=2.9m，底层取值为5.0-0.7=4.3m 组合一计算公式1.35SGk +1.4*(