某一层钢结构厂房 建筑内力组合表设计和实现 土木工程管理专业

杆件及截面编号恒载活载风 载吊 车 1（ 左 跨 ）吊 车 2（ 右 跨 ）左 风右 风左刹车右刹车RMaxAB 柱RMaxDC 柱左刹车右刹车RMaxDC 柱RMaxE 柱边柱截面(A)标准值 M17.93226.683-29.84422.33115.837-15.93713.67321.64211.856-11.856-13.47913.149 N-23.713-23.0540.063-0.330-0.449 0.499-125.456-39.738-0.6610.661 0.971-2.601 V-6.561-9.6529.771-5.274-3.917 3.917-10.095-4.533-2.322 2.322 2.704-2.609组 合 1选 项√√√√√√√ M1.2×17.932＋0.9×1.4(26.683+22.331+15.837+21.642+11.586+13.149)= 161.666 Mk= 129.160N-1.2×23.713＋0.9×1.4(-23.054-0.33-0.449-39.738-0.661-2.601)= -112.665Nk= -90.546V-1.2×6.561＋0.9×1.4(-9.652-5.274-3.917-4.533-2.322-2.609)= -43.540Vk= 34.868组 合 2选 项√√√√√√ M1.2×17.923＋0.9×1.4（-29.844-15.937+13.673-11.856-13.479）= -50.871 N-1.2×23.713＋0.9×1.4（0.063+0.499-125.456+0.661+0.971）= -183.766 V-1.2×6.561＋0.9×1.4（-9.652+3.917-10.095+2.322+2.704）= -21.486组 合 3选 项√√√√ M1.2×17.932＋0.9×1.4（-29.844-11.856-13.479）= -48.007 N-1.2×23.713＋0.9×1.4（0.063+0.661+0.971）= -26.320 V-1.2×6.561＋0.9×1.4(9.771+2.322+2.704）= 10.771组 合 4选 项√√√√√√√ M1.2×17.932＋0.9×1.4(26.683+22.331+15.837+13.673+11.856+13.149)= 151.965Mk= 121.461 N-1.2×23.713＋0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)= -220.67Nk= -176.264 V-1.2×6.561＋0.9×1.4(-9.652-5.274-3.917-10.095-2.322-2.609)= -50.548Vk= -40.43 “√”表示该项荷载参与内力组合,以下表中符号表示相同意思。M 单位为 kN. M ，N 单位为 kN ，V 单位为 kN 。 续表 1 杆件及截面编号恒载活载风 载吊 车 1（ 左 跨 ）吊 车 2（ 右 跨 ）左 风右 风左刹车右刹车RMaxAB 柱RMaxDC 柱左刹车右刹车RMaxDC 柱RMaxE 柱边柱截面标准值 M18.81127.676-10.3187.0245.383-5.38342.82010.9331.426-1.426-1.6611.461 N-19.900-23.0540.063-0.33-0.449 0.499-125.456-39.738-0.6610.661 0.971-2.601 V-6.561-9.6520.600-0.57-3.917 3.917-10.095-4.533-2.322 2.322 2.704-2.609组 合 1选 项√√√√√√√ M1.2×18.811＋0.9×1.4(27.676+7.024+5.39...