钢结构工业厂房设计(图纸+说明+计算书+内力图) 第4页
构件表
编号 构件类型 构件编号 数量 截面形式 构件尺寸 备注
1 墙架梁 QL C型懔条 C140.60.20.3
2 拉条 QLT 圆钢 Φ12
3 斜拉条 QXL 圆钢 Φ12
4 墙柱 QZ H型钢 H400.200.6.8
计算过程
第一种情况：永久荷载+0.85（风荷载，吊车荷载，活荷载）
结点,1,0,0
结点,2,18,0
结点,3,36,0
结点,5,18,9.57
结点,6,36,9.57
结点,4,0,9.57
结点,7,0.333,9.57
结点,8,35.667,9.57
结点,9,0,14.37
结点,11,36,14.37
结点,10,18,14.37
单元,1,4,1,1,1,1,1,1
单元,4,9,1,1,1,1,1,0
单元,4,7,1,1,1,1,1,1
单元,9,10,1,1,0,1,1,0
单元,10,11,1,1,0,1,1,0
单元,11,6,1,1,0,1,1,1
单元,6,3,1,1,1,1,1,1
单元,6,8,1,1,1,1,1,1
单元,2,5,1,1,1,1,1,1
单元,5,10,1,1,1,1,1,0
结点支承,1,6,0,0,0,0
结点支承,2,6,0,0,0,0
结点支承,3,6,0,0,0,0
单元荷载,4,3,11.65,0,1,90
单元荷载,5,3,11.65,0,1,90
单元荷载,2,5,1.79,1.79,0,1,0
单元荷载,6,5,1.79,1.79,0,1,180
单元荷载,1,5,4.08,4.08,0,1,0
单元荷载,7,5,4.08,4.08,0,1,180
单元荷载,10,5,1.92,1.92,0,1,0
单元荷载,9,5,5.14,5.14,0,1,0
结点荷载,7,1,16.86,-90
结点荷载,8,1,16.86,-90
结点荷载,5,1,33.72,-90
结点荷载,6,-2,3.09
结点荷载,4,2,3.09
单元荷载,4,3,7.14,0,1,90
单元荷载,5,3,7.14,0,1,90
结点荷载,9,1,4.709,0
单元荷载,1,3,3.145,0,1,90
单元荷载,2,3,3.145,0,1,90
结点荷载,7,1,396.27,-90
结点荷载,8,1,396.27,-90
结点荷载,5,1,792.54,-90
单元荷载,2,-1,15.34,0.38,-90
单元荷载,6,1,15.34,0.62,-90
单元荷载,10,1,30.67,0.38,90
单元荷载,6,-3,1.1424,0,1,90
单元荷载,7,-3,1.1424,0,1,90
结点荷载,11,-1,1.7136,180
单元材料性质,1,1,7405000,1137061.2,0,-1,-1
单元材料性质,2,2,3247000,195816,0,-1,-1
单元材料性质,3,3,-1,-1,0,-1,-1
单元材料性质,4,4,-1,1202386.5,0,-1,-1
单元材料性质,5,5,-1,1202386.5,0,-1,-1
单元材料性质,6,6,3247000,195816,0,-1,-1
单元材料性质,7,7,7405000,1137061.2,0,-1,-1
单元材料性质,8,8,-1,-1,0,-1,-1
单元材料性质,9,9,11195000,4979070.3,0,-1,-1
单元材料性质,10,10,3493000,234800.44,0,-1,-1
第二种情况：永久荷栽+0.85（活荷载，风载）
结点,1,0,0
结点,2,18,0
结点,3,36,0
结点,5,18,9.57
结点,6,36,9.57
结点,4,0,9.57
结点,7,0.333,9.57
结点,8,35.667,9.57
结点,9,0,14.37
结点,11,36,14.37
结点,10,18,14.37
单元,1,4,1,1,1,1,1,1
单元,4,9,1,1,1,1,1,0
单元,4,7,1,1,1,1,1,1
单元,9,10,1,1,0,1,1,0
单元,10,11,1,1,0,1,1,0
单元,11,6,1,1,0,1,1,1
单元,6,3,1,1,1,1,1,1
单元,6,8,1,1,1,1,1,1
单元,2,5,1,1,1,1,1,1
单元,5,10,1,1,1,1,1,0
结点支承,1,6,0,0,0,0
结点支承,2,6,0,0,0,0
结点支承,3,6,0,0,0,0
单元荷载,4,3,11.65,0,1,90
单元荷载,5,3,11.65,0,1,90
单元荷载,2,5,1.79,1.79,0,1,0
单元荷载,6,5,1.79,1.79,0,1,180
单元荷载,1,5,4.08,4.08,0,1,0
单元荷载,7,5,4.08,4.08,0,1,180
单元荷载,10,5,1.92,1.92,0,1,0
单元荷载,9,5,5.14,5.14,0,1,0
结点荷载,7,1,16.86,-90
结点荷载,8,1,16.86,-90
结点荷载,5,1,33.72,-90
结点荷载,6,-2,3.09
结点荷载,4,2,3.09
单元荷载,4,3,7.14,0,1,90
单元荷载,5,3,7.14,0,1,90
结点荷载,9,1,4.709,0
单元荷载,1,3,3.145,0,1,90
单元荷载,2,3,3.145,0,1,90
单元荷载,6,-3,1.1424,0,1,90
单元荷载,7,-3,1.1424,0,1,90
结点荷载,11,-1,1.7136,180
单元材料性质,1,1,7405000,1137061.2,0,-1,-1
单元材料性质,2,2,3247000,195816,0,-1,-1
单元材料性质,3,3,-1,-1,0,-1,-1
单元材料性质,4,4,-1,1202386.5,0,-1,-1
单元材料性质,5,5,-1,1202386.5,0,-1,-1
单元材料性质,6,6,3247000,195816,0,-1,-1
单元材料性质,7,7,7405000,1137061.2,0,-1,-1
单元材料性质,8,8,-1,-1,0,-1,-1
单元材料性质,9,9,11195000,4979070.3,0,-1,-1
单元材料性质,10,10,3493000,234800.44,0,-1,-1第三种情况：永久荷栽+0.85（吊车，风载）
结点,1,0,0