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】

'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-6.561-9.6529.771-5.274-3.9173.917-10.095-4.533-2.3222.3222.704-2.609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)=-43.540Vk=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）=-50.871N-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-1.2×23.713＋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(-9.652-5.274-3.917-10.095-2.322-2.609)=-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-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)=-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-1.2×19.9＋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4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)=-216.094V-1.2×6.561＋0.9×1.4(-9.652-0.57-3.917-10.095-2.322-2.609)=-44.621第141页 安徽工业大学毕业设计（论文）指导书续表2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M-18.811-27.67610.318-7.024-5.3835.38335.57612.966-1.4261.4261.661-1.461N-19.900-23.0540.063-0.330-0.4490.4490.894-1.288-0.6610.6610.971-2.601V-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√√√√√√M-1.2×18.811＋0.9×1.4(10.318+5.383+35.576+1.426+1.661)=45.925N-1.2×19.9＋0.9×1.4(0.063+0.449+0.894+0.661+0.971)=-20.052V-1.2×6.561＋0.9×1.4(0.6+3.917-10.095+2.322+2.704)=-8.569组合2选项√√√√√M-1.2×18.811＋0.9×1.4(-27.676-7.024-1.426-1.461)=-69.933N-1.2×19.9＋0.9×1.4(-23.054-0.33-0.661-2.601)=-57.454V-1.2×6.561＋0.9×1.4(-9.652-0.57-2.322-2.609)=-26.966组合3选项√√√√√√M-1.2×18.811＋0.9×1.4(10.318+5.383+35.576+1.426+1.661)=45.925N-1.2×19.9＋0.9×1.4(0.063+0.449+0.894+0.661+0.971)=-20.052V-1.2×6.561＋0.9×1.4(0.6+3.917-10.095+2.322+2.704)=-8.569组合4选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书M-1.2×18.811＋0.9×1.4(-27.676-7.024-5.383+12.966-1.426-1.461)=-60.378N-1.2×19.9＋0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)=-59.643V-1.2×6.561＋0.9×1.4(-9.652-0.57-3.917-4.533-2.322-2.609)=-37.613续表3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M22.73833.453-11.2887.1267.657-7.657-30.521-12.082-1.1521.152-1.2782.765N-19.49-23.0540.063-0.330-0.4490.4490.894-1.288-0.6610.6610.971-2.601V-6.561-9.652-0.397-0.4381.433-1.433-10.095-4.533-2.3222.3222.704-2.609组合1选项√√√√√M1.2×22.738＋0.9×1.4(33.453+7.126+1.152+2.765)=83.351N-1.2×19.49＋0.9×1.4(-23.054-0.33+0.661-2.601)=-55.296V-1.2×6.561＋0.9×1.4(-9.652-0.438+2.322-2.609)=-20.948组合2选项√√√√√√M1.2×22.738＋0.9×1.4(-11.288-7.657-30.521-1.152-1.278)=-38.103N-1.2×19.49＋0.9×1.4(0.063+0.449+0.894-0.661+0.971)=-21.226V-1.2×6.561＋0.9×1.4(-0.397-1.433-10.095-2.322+2.704)=-22.417组合3选项√√√√√√M1.2×22.738＋0.9×1.4(-11.288-7.657-30.521+1.152-1.278)=-35.087N-1.2×19.49＋0.9×1.4(0.063+0.449+0.894+0.661+0.971)=-19.56V-1.2×6.561＋0.9×1.4(-0.397-1.433-10.095+2.322+2.704)=-16.521组合4选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书M1.2×22.738＋0.9×1.4(33.453+7.126+7.657-12.082-1.152+2.765)=74.872N-1.2×19.49＋0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)=-59.151V-1.2×6.561＋0.9×1.4(-9.652-0.438+1.433-4.533-2.322-2.609)=-30.706续表4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M-22.738-33.45311.288-7.126-7.6577.65730.52112.0821.152-1.1521.278-2.765N-19.49-23.0540.063-0.330-0.4490.4990.894-1.288-0.6610.6610.971-2.601V-6.561-9.652-0.397-0.4381.433-1.433-10.095-4.533-2.3222.3222.704-2.609组合1选项√√√√√√M-1.2×22.738＋0.9×1.4(11.288+7.657+30.521+1.152+1.278)=38.103N-1.2×19.49＋0.9×1.4(0.063+0.499+0.894-0.661+0.971)=-21.163V-1.2×6.561＋0.9×1.4(-0.397-1.433-10.095-2.322+2.704)=-22.417组合2选项√√√√√M-1.2×22.738＋0.9×1.4(-33.453-7.126-1.152-2.756)=-83.339N-1.2×19.49＋0.9×1.4(-23.054-0.33+0.661-2.601)=-55.296V-1.2×6.561＋0.9×1.4(-9.652-0.438+2.322-2.609)=-20.948组合3选项√√√√√√M-1.2×22.738＋0.9×1.4(11.288+7.657+30.521-1.152+1.278)=35.2N-1.2×19.49＋0.9×1.4(0.063+0.499+0.894-0.661+0.971)=-21.163V-1.2×6.561＋0.9×1.4(-0.397-1.433-10.095-2.322+2.704)=-22.417组合选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M-1.2×22.738＋0.9×1.4(-33.453-7.126-7.659+12.082+1.152-2.765)=-74.875N-1.2×19.49＋0.9×1.4(-23.054-0.33-0.449-1.288-0.661-2.601)=-59.151V-1.2×6.561＋0.9×1.4(-9.652-0.438+1.433-4.533-2.322-2.609)=-30.706续表5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(B)标准值M35.86552.7664.8557.2194.647-4.467-9.289-8.3677.182-7.182-8.6918.244N-23.713-23.0540.063-0.330-0.4990.4990.894-1.288-0.6610.6610.971-2.601V-6.561-9.652-3.6771.6141.4331.433-10.095-4.533-2.3222.3222.704-2.609组合1选项√√√√√M1.2×35.865＋0.9×1.4(52.766+7.219+7.182+8.244)=138.056N-1.2×23.713＋0.9×1.4(-23.054-0.33-0.661-2.601)=-62.03V-1.2×6.561＋0.9×1.4(-9.652+1.614-2.322-2.609)=-24.214组合2选项√√√√√M1.2×35.865＋0.9×1.4(-4.467-9.289-7.182-8.691)=5.705N-1.2×23.713＋0.9×1.4(0.499+0.894+0.661+0.971)=-24.644V-1.2×6.561＋0.9×1.4(1.433-10.095+2.322+2.704)=-12.455组合3选项√√√√√√M1.2×35.865＋0.9×1.4(4.855-4.467-9.289-7.182-8.691)=11.823N-1.2×23.713＋0.9×1.4(0.063+0.499+0.894+0.661+0.971)=-24.565V-1.2×6.561＋0.9×1.4(-3.677-9.652+1.614-2.322-2.609)=-28.847组合选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M1.2×35.865＋0.9×1.4(52.766+7.219+4.467-8.367+7.182+8.244)=133.142N-1.2×23.713＋0.9×1.4(-23.054-0.33-0.499-1.288-0.661-2.601)=-64.281V-1.2×6.561＋0.9×1.4(-9.652+1.614+1.433-4.533-2.322-2.609)=-28.12续表6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柱中柱DC柱底截面(D)标准值M00-16.60516.60517.588-17.588-24.196-11.25317.588-17.58811.25324.196N-50.074-72.6920.2670.267-0.8890.889-36.743-125.9790.889-0.889-125.979-36.743V001.151-1.151-4.5274.5277.5129.272-4.5274.527-9.272-7.512组合1选项√√√√√√M0.9×1.4（16.605+17.588-11.253+17.588+24.196）=81.552Mk=64.724N-1.2×50.074＋0.9×1.4（0.267-0.889-125.979+0.889-36.743）=-264.782Nk=-212.529V0.9×1.4（-1.151-4.527+9.272-4.527-7.512）=-10.641Vk=-8.445组合2选项√√√√√√M0.9×1.4（-16.605-17.588-24.196-17.588+11.253）=-81.552N-1.2×50.074＋0.9×1.4（0.267+0.889-36.743-0.889-125.979）=-264.782V0.9×1.4（1.151+4.527+7.512+4.527-9.272）=10.641组合3选项√√M0.9×1.4（-16.605）=-20.9220.9×1.4×16.605=20.922N-1.2×50.074＋0.9×1.4×0.267=-59.752V0.9×1.4×1.151=1.450.9×1.4×（-1.151）=-1.45组合选项√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M0.9×1.4（17.588-11.253-17.588+11.533）=0Mk=0N-1.2×50.074＋0.9×1.4（-72.692-0.889-125.979-0.889-125.779）=-471.136Nk=-376.302V0.9×1.4（-4.527+9.272+4.527-9.272）=0Vk=0续表7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柱中柱DC牛腿处柱截面标准值M00-0.3680.3687.176-7.176-17.956-40.6717.176-7.17640.67117.956N-46.261-72.6920.2670.267-0.8890.889-36.743-125.9790.889-0.889-125.979-36.743V001.151-1.151-4.5274.5277.5129.272-4.5274.527-9.272-7.512组合1选项√√√√M0.9×1.4（0.368+7.176+40.671）=60.751N-1.2×46.261＋0.9×1.4（-72.692+0.267+0.889-125.979）=-304.382V0.9×1.4（-1.151-4.527-9.272）=-18.837组合2选项√√√√M0.9×1.4（-0.368-7.176-40.671）=-60.751N-1.2×46.261＋0.9×1.4（0.627+0.889-125.979）=-212.337V0.9×1.4（1.151+4.527+9.272）=18.837组合3选项√√M0.9×1.4（-0.368）=0.4640.9×1.4×0.368=0.464N-1.2×46.261＋0.9×1.4×0.267=-55.177V0.9×1.4×1.151=1.450.9×1.4×（-1.151）=-1.45组合选项√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M0.9×1.4（7.176-40.671-7.176+40.671）=0N-1.2×46.261＋0.9×1.4（-72.692-0.889-125.979-0.889-125.979）=-466.812V0.9×1.4（-4.527+9.272+4.527-9.272）=0续表8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柱中柱DC牛腿处柱截面标准值M000.368-0.368-7.1767.176-6.368-38.930-7.1767.17638.9306.368N-46.261-72.6920.2670.267-0.8890.8891.7070.3710.889-0.8890.3711.707V001.151-1.151-4.5274.5277.5129.272-4.5274.527-9.272-7.512组合1选项√√√√M0.9×1.4（0.368+7.176+38.93）=58.557N-1.2×46.261＋0.9×1.4（0.267-0.889+0.371）=-55.829V0.9×1.4（1.151+4.527-9.272）=-4.528组合2选项√√√√M0.9×1.4（-0.368-7.176-38.93）=-58.557N-1.2×46.261＋0.9×1.4（0.267-0.889+0.371）=-55.829V0.9×1.4（-1.151-4.527+9.272）=4.528组合3选项√√√√√√M0.9×1.4（0.368+7.176-6.368-7.176+6.368）=0.464N-1.2×46.261＋0.9×1.4（0.267+0.889+1.707+0.889+1.707）=-48.635V0.9×1.4（1.151+4.527+7.512-4.527-7.512）=1.45组合选项√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M0.9×1.4（-7.176-38.93+7.176+38.93）=0N-1.2×46.261＋0.9×1.4（-72.692-0.889+0.371-0.889+0.371）=-148.41V0.9×1.4（-4.527+9.272+4.527-9.272）=0续表9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柱中柱DC制动点处柱截面标准值M00-1.0811.0819.878-9.8782.62834.2949.878-9.878-34.294-2.628N-45.920-72.6920.2670.267-0.8890.8891.7070.3710.889-0.8890.3711.707V001.151-1.1510.823-0.8237.5129.272-4.5274.527-9.272-7.512组合1选项√√√√√√M0.9×1.4（1.081+9.878+34.294+9.878-2.628）=66.154N-1.2×45.92＋0.9×1.4（0.267-0.889+0.371+0.889+1.707）=-52.149V0.9×1.4（-1.151+0.823+9.272-4.527-7.512）=-3.9组合2选项√√√√√√M0.9×1.4（-1.081-9.878+2.628-9.878-34.294）=-66.154N-1.2×45.92＋0.9×1.4（0.267+0.889+1.707-0.889+0.371）=-52.149V0.9×1.4（1.154-0.823+7.512+4.527-9.272）=3.903组合3选项√√√√√√M0.9×1.4（-1.081-9.878+2.628+9.878-2.628）=-1.362N-1.2×45.92＋0.9×1.4（0.267+0.889+1.707+0.889+1.707）=-48.226V0.9×1.4（1.154-0.823+7.512-4.527-7.512）=-5.287组合选项√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M0.9×1.4（9.878+34.294-9.878-34.294）=0N-1.2×45.92＋0.9×1.4（-72.692-0.889+0.371-0.889+0.371）=-148.001V0.9×1.4（0.823+9.272+4.527-9.272）=6.741续表10a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柱中柱DC制动点处截面标准值M001.081-1.081-9.8789.878-2.628-34.294-9.8789.87834.2942.628N-45.920-72.6920.2670.267-0.8890.8891.7070.3710.889-0.8890.3711.707V001.151-1.1510.823-0.8237.5129.272-4.5274.527-9.272-7.512组合1选项√√√√√√M0.9×1.4（1.081+9.878-2.628+9.878+34.294）=66.154N-1.2×45.92＋0.9×1.4（0.267+0.889+1.707-0.889+0.371）=-52.149V0.9×1.4（1.151-0.823+7.512+4.527-9.272）=3.9组合2选项√√√√√√M0.9×1.4（-1.081-9.878-34.294-9.878+2.628）=-66.154N-1.2×45.92＋0.9×1.4（0.267-0.889+0.371+0.889+1.707）=-52.149V0.9×1.4（-1.151+0.823+9.272-4.527-7.512）=-3.9组合3选项√√√√√√M0.9×1.4（1.081+9.878-2.628-9.878+2.628）=1.362N-1.2×45.92＋0.9×1.4（0.267+0.889+1.707+0.889+1.707）=-48.226V0.9×1.4（1.151-0.823+7.512-4.527-7.512）=-5.291组合选项√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M0.9×1.4（-9.878-34.294+9.878+34.294）=0N-1.2×45.92＋0.9×1.4（-72.692-0.889+0.371-0.889+0.371）=-148.001V0.9×1.4（0.823+9.272+4.527-9.272）=6.741续表11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DC柱顶截面C标准值M00-13.15813.1588.149-8.149-13.08114.8248.149-9.878-14.82413.081N-44.490-72.6920.2670.267-0.8890.8891.7070.3710.889-0.8890.3711.707V001.151-1.1510.823-0.8237.5129.2720.823-0.823-9.272-7.512组合1选项√√√√√√M0.9×1.4（13.158+8.149+14.824+8.149+13.081）=72.275N-1.2×44.49＋0.9×1.4（0.267-0.889+0.371+0.889+1.707）=-50.433V0.9×1.4（-1.151+0.823+9.272+0.823-7.512）=2.841组合2选项√√√√√√M0.9×1.4（-13.158-8.149-13.081-9.878-14.824）=-74.453N-1.2×44.49＋0.9×1.4（0.267+0.889+1.707-0.889+0.371）=-50.433V0.9×1.4（1.151-0.823+7.512-0.823-7.512）=-0.624组合3选项√√√√√√M0.9×1.4（-13.158-8.149-13.081+8.149+13.081）=-16.579N-1.2×44.49＋0.9×1.4（0.267+0.889+1.707+0.889+1.707）=-46.51V0.9×1.4（1.151-0.823+7.512+0.823-7.512）=1.45组合选项√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M0.9×1.4（8.149+14.824-9.878-14.824）=-2.179N-1.2×44.49＋0.9×1.4（-72.692-0.889+0.371-0.889-0.371）=-147.22V0.9×1.4（0.823+9.272-0.823-9.272）=0续表12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柱梁BC梁左端截面B标准值M-35.865-52.7664.855-7.219-4.6474.6479.2898.367-7.1827.1828.691-8.244N-6.561-9.652-3.6771.6141.433-1.433-10.095-4.533-2.3222.3222.704-2.609V18.12923.054-0.0630.3300.449-0.449-0.8941.2880.661-0.661-0.9712.601组合1选项√√√√√√M-1.2×35.865＋0.9×1.4（4.855+4.647+9.289+7.182+8.691）=0.639N-1.2×6.651＋0.9×1.4（-3.677-1.433-10.095+2.322-2.609）=-27.501V1.2×18.129＋0.9×1.4（-0.063-0.449-0.894-0.661-0.971）=17.927组合2选项√√√√√M-1.2×35.865＋0.9×1.4（-52.766-7.219-7.182-8.244）=-138.056N-1.2×6.651＋0.9×1.4（-9.652+1.614-2.322-2.609）=-24.322V1.2×18.129＋0.9×1.4（23.054+0.33+0.661+2.601）=55.329组合3选项√√√√M-1.2×35.865＋0.9×1.4（-7.219+7.182+8.691）=-32.134N-1.2×6.651＋0.9×1.4（1.614+2.322+2.704）=0.385V1.2×18.129＋0.9×1.4（0.33-0.661-0.971）=20.114组合选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M-1.2×35.865＋0.9×1.4（-52.766+4.855+4.467+9.289-7.182-8.244）=-105.51N-1.2×6.651＋0.9×1.4（-9.652-3.677-1.433-10.095-2.322-2.609）=-45.514V1.2×18.129＋0.9×1.4（23.054-0.063-0.449-0.894+0.661+2.601）=53.141续表13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柱梁BC梁中点截面标准值M-36.451-35.4720.5670.0610.604-0.604-1.2410.5181.237-1.237-0.5990.985N-6.561-9.652-3.6771.6141.433-1.433-10.095-4.533-2.3222.3222.704-2.609V-2.058-6.646-0.0630.3300.449-0.449-0.8941.2880.661-0.661-0.9712.601组合1选项√√√√√√M-1.2×36.451＋0.9×1.4（0.567+0.604+0.518+1.237+0.985）=-38.813N-1.2×6.651＋0.9×1.4（-3.677+1.433-4.533-2.322-2.609）=-22.733V-1.2×2.058＋0.9×1.4（-0.063+0.449+1.288+0.661+2.601）=3.75组合2选项√√√√√√M-1.2×36.451＋0.9×1.4（-35.472-0.604-1.241-1.237-0.599）=-93.074N-1.2×6.651＋0.9×1.4（-9.652-1.433-10.095+2.322+2.704）=-28.335V-1.2×2.058＋0.9×1.4（-6.646-0.449-0.894-0.661-0.971）=-14.592组合3选项√√√√M-1.2×36.451＋0.9×1.4（0.061-1.237-0.599）=-45.978N-1.2×6.651＋0.9×1.4（1.614+2.322+2.704）=0.385V-1.2×2.058＋0.9×1.4（0.33-0.661-0.971）=-4.11组合选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M-1.2×36.451＋0.9×1.4（-35.451+0.567-0.604-1.241+1.237+0.985）=-87.22N-1.2×6.651＋0.9×1.4（-9.652-3.677-1.433-10.095-2.322-2.609）=-45.514V1.2×2.058＋0.9×1.4（-6.646-0.063-0.449-0.894+0.661+2.601）=-3.566续表14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柱梁BC梁中点截面标准值M36.45135.472-0.567-0.061-0.6040.6041.241-0.518-1.2371.2370.599-0.985N-6.561-9.652-3.6771.6141.433-1.433-10.095-4.533-2.3222.3222.704-2.609V-2.058-6.646-0.0630.3300.449-0.449-0.8941.2880.661-0.661-0.9712.601组合1选项√√√√√√M1.2×36.451＋0.9×1.4（35.472+0.604+1.241+1.237+0.599）=93.074N-1.2×6.651＋0.9×1.4（-9.652-1.433-10.095+2.322+2.704）=-28.335V-1.2×2.058＋0.9×1.4（-6.646-0.449-0.894-0.661-0.971）=-14.592组合2选项√√√√√√M1.2×36.451＋0.9×1.4（-0.567-0.604-0.518-1.237-0.985）=38.813N-1.2×6.651＋0.9×1.4（-3.677+1.433-4.533-2.322-2.609）=-22.733V-1.2×2.058＋0.9×1.4（-0.063+0.449+1.288+0.661+2.601）=3.75组合3选项√√√√M1.2×36.451＋0.9×1.4（-0.061+1.237+0.599）=45.978N-1.2×6.651＋0.9×1.4（1.614+2.322+2.704）=0.385V-1.2×2.058＋0.9×1.4（0.33-0.661-0.971）=-4.11组合选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M1.2×36.451＋0.9×1.4（35.472-0.567+0.604+1.241-1.237-0.985）=87.246N-1.2×6.651＋0.9×1.4（-9.561-3.677-1.433-10.095-2.322-2.609）=-45.399V-1.2×2.058＋0.9×1.4（-6.646-0.063-0.449-0.894+0.661+2.601）=-8.505续表15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柱梁BC梁右端截面C标准值M72.909107.2675.988-7.170-3.4403.4406.807-7.331-4.7094.7097.493-6.274N-6.561-9.652-3.6771.6141.433-1.433-10.095-4.533-2.3222.3222.704-2.609V-22.245-36.364-0.0630.3300.449-0.449-0.8941.2880.661-0.661-0.9712.601组合1选项√√√√√√√M1.2×72.909＋0.9×1.4（107.267+5.988+3.44+6.807+4.709+7.493）=258.478N-1.2×6.651＋0.9×1.4（-9.652-3.677-1.433-10.095+2.322+2.704）=-32.968V-1.2×22.245＋0.9×1.4（-36.364-0.063-0.449-0.894-0.661-0.971）=-76.341组合2选项√√√√√√M1.2×72.909＋0.9×1.4（-7.17-3.44-7.331-4.709-6.274）=51.047N-1.2×6.651＋0.9×1.4（1.614+1.433-4.533-2.322-2.609）=-16.067V-1.2×22.245＋0.9×1.4（0.33+0.449+1.288+0.661+2.601）=-19.979组合3选项√√√√M1.2×72.909＋0.9×1.4（-7.17+4.709+7.493）=93.831N-1.2×6.651＋0.9×1.4（1.614+2.322+2.704）=0.385V-1.2×22.245＋0.9×1.4（0.33-0.661-0.971）=-28.335组合选项√√√√√√√第141页 安徽工业大学毕业设计（论文）指导书4M1.2×72.909＋0.9×1.4（107.267+5.988+3.44+6.807-4.709-6.274）=229.265N-1.2×6.651＋0.9×1.4（-9.652-3.677-1.433-10.095-2.322-2.609）=-45.514V-1.2×22.245＋0.9×1.4（-36.364-0.063-0.449-0.894+0.661+2.601）=-70.174续表16第141页'