门式刚架用钢量指标
单位：跨度 柱距无吊车时有二台\\一台 Q-5t 吊车时mm刚架次结总计刚架吊车梁次结构总计618.19.127.222.118.110.28.2941.3127.514.29.623.820.719.4129.99.542.2913.79.823.515.614.71410.59.839.4615.78.824.519.315..17.28.837.2187.512.69.321.916.513.610.88.99.336.6911.99.521.413.612.812.910.19.5366179.526.519.3187.46.19.536.2Q235247.516.4925.418.617.18.36.9935.9913.19.222.314.413.6107..233.6618.78.226.920.2206.25.18.234.6307.517.28.725.919.319.27.25.78.735.29158.923.915.815.58.16.58.932.8622.57.930.424.324.15.34.57.937.5367.520.38.528.822.822.56.24.98.537.5919.58.728.220.720.17.15.78.736.5615.2924.220.316.68.678.837.7127.512.99.622.519.117.910.38.99.338.7911.79.821.512.511.811..29.533.8613.38.822.116.214.17.76.38.832.7187.511.59.320.813.411.69.4.332.1910.29.519.710.910.110.98.59.531.3614.49.523.916.114.66.25.39.531.8Q345247.513.2922.214.913.57.25.9931.1910.59.219.711.811.18.76.99.229.7614.98.223.115.815.55.34.48.229.3307.513.88.722.515.214.96.158.7309128.920.911.811.575.78.927.7617.97.925.819.1184.53.97.931.5367.516.38.524.817.817.55.24.38.531.5915.78.724.414.914.46.258.729.8注：钢材1. 刚架计算条件：单跨刚架，檐口高度8.0m，焊接H型钢柱，无吊车时为变截面铰接柱，有吊车时为等截面刚接柱，吊车梁为不对称截面焊接H型钢截面，Q345仅用于刚架及吊车梁。2.荷载考虑：恒载 0.2KN/m^2，活载 ，基本风压 ，吊车2台(1台)5t轻级工作制单梁吊车(地面操纵).3.次结构包括(墙面)檩条、上墙墙架、支撑等构件。kg/m^235.338.83531.831.832.433.63330.633.333.630.936.535.934.532.436.130.529.228.928.129.428.427.228.128.626.129.830.328.1
