门式刚架轻型钢结构工业厂房最优柱距研究-内力组合表【可提供完整设计图纸】

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1、安徽工业大学毕业设计（论文）指导书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AB截面(A)标准值M17.93226.683-29.84422.33115.837-15.93713.67321.64211.856-11.856-13.47913.149N-23.713-23.0540.063-0.330-0.4490.499-125.456-39.738-0.6610.6610.971-2.601V-6.561-9.6529.771-5.274-3.

2、9173.917-10.095-4.533-2.3222.3222.704-2.609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)=161.666Mk=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)=-43.54

3、0Vk=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）=-50.871N-1.2×23.713＋0.9×1.4（0.063+0.499-125.456+0.661+0.971）=-183.766V-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）=-48.007N-1.2×23.71

4、3＋0.9×1.4（0.063+0.661+0.971）=-26.320V-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=121.461N-1.2×23.713＋0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=-220.67Nk=-176.264V-1.2×6.561＋0.9×1.4(-9.65

5、2-5.274-3.917-10.095-2.322-2.609)=-50.548Vk=-40.43第141页安徽工业大学毕业设计（论文）指导书“√”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AB截面标准值M18.81127.676-10.3187.0245.383-5.38342.82010.9331.426-1.426-1.6611.461N

6、-19.900-23.0540.063-0.33-0.4490.499-125.456-39.738-0.6610.6610.971-2.601V-6.561-9.6520.600-0.57-3.9173.917-10.095-4.533-2.3222.3222.704-2.609组合1选项√√√√√√√M1.2×18.811＋0.9×1.4(27.676+7.024+5.393+42.82+1.426+1.461)=130.681N-1.2×19.9＋0.9×1.4(-23.054-0.33-0.449-125.456-0.661-2.601)=

7、-216.094V-1.2×6.561＋0.9×1.4(-9.652-0.57-3.917-10.095-2.322-2.609)=-44.621组合2选项√√√√M1.2×18.811＋0.9×1.4(-10.318-1.426-1.661)=5.683N-1.2×19.9＋0.9×1.4(0.063+0.661+0.971)=-21.744V-1.2×6.561＋0.9×1.4(0.6+2.322+2.704)=-0.784组合3选项√√√√M1.2×18.811＋0.9×1.4(-10.318-1.426-1.661)=5.683N-1.2×

8、19.9＋0.9×1.4(0.063+0.661+0.971)=-21.744V-1.2×6.561＋0.9×1.4(0.