鋼結(jié)構(gòu)廠房全套畢業(yè)設(shè)計(全套建筑圖、結(jié)構(gòu)圖、計算書)
鋼結(jié)構(gòu)廠房全套畢業(yè)設(shè)計(全套建筑圖、結(jié)構(gòu)圖、計算書),鋼結(jié)構(gòu)廠房,全套,畢業(yè)設(shè)計,建筑,結(jié)構(gòu)圖,計算
安徽工業(yè)大學(xué) 畢業(yè)設(shè)計(論文)指導(dǎo)書 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱邊柱AB截面(A)標(biāo)準(zhǔn)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組 合 1選 項 M1.217.9320.91.4(26.683+22.331+15.837+21.642+11.586+13.149)= 161.666 Mk= 129.160N-1.223.7130.91.4(-23.054-0.33-0.449-39.738-0.661-2.601)= -112.665Nk= -90.546V-1.26.5610.91.4(-9.652-5.274-3.917-4.533-2.322-2.609)= -43.540Vk= 34.868組 合 2選 項 M1.217.9230.91.4(-29.844-15.937+13.673-11.856-13.479)= -50.871 N-1.223.7130.91.4(0.063+0.499-125.456+0.661+0.971)= -183.766 V-1.26.5610.91.4(-9.652+3.917-10.095+2.322+2.704)= -21.486組 合 3選 項 M1.217.9320.91.4(-29.844-11.856-13.479)= -48.007 N-1.223.7130.91.4(0.063+0.661+0.971)= -26.320 V-1.26.5610.91.4(9.771+2.322+2.704)= 10.771組 合 4選 項 M1.217.9320.91.4(26.683+22.331+15.837+13.673+11.856+13.149)= 151.965Mk= 121.461 N-1.223.7130.91.4(-23.054-0.33-0.449-125.456-0.661-2.601)= -220.67Nk= -176.264 V-1.26.5610.91.4(-9.652-5.274-3.917-10.095-2.322-2.609)= -50.548Vk= -40.43 “”表示該項荷載參與內(nèi)力組合,以下表中符號表示相同意思。M單位為kN. M ,N單位為kN ,V單位為kN 。 續(xù)表1 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱邊柱AB截面標(biāo)準(zhǔn)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組 合 1選 項 M1.218.8110.91.4(27.676+7.024+5.393+42.82+1.426+1.461)= 130.681N-1.219.90.91.4(-23.054-0.33-0.449-125.456-0.661-2.601)= -216.094V-1.26.5610.91.4(-9.652-0.57-3.917-10.095-2.322-2.609)= -44.621組 合 2選 項 M1.218.8110.91.4(-10.318-1.426-1.661)= 5.683 N-1.219.90.91.4(0.063+0.661+0.971)= -21.744 V-1.26.5610.91.4(0.6+2.322+2.704)= -0.784組 合 3選 項 M1.218.8110.91.4(-10.318-1.426-1.661)=5.683 N-1.219.90.91.4(0.063+0.661+0.971)=-21.744 V-1.26.5610.91.4(0.6+2.322+2.704)=-0.784組 合 4選 項 M1.218.8110.91.4(27.676+7.024+5.393+42.82+1.426+1.461)= 130.681 N-1.219.90.91.4(-23.054-0.33-0.449-125.456-0.661-2.601)= -216.094 V-1.26.5610.91.4(-9.652-0.57-3.917-10.095-2.322-2.609)= -44.621 續(xù)表2 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱邊柱AB截面標(biāo)準(zhǔn)值 M-18.811-27.67610.318-7.024-5.3835.38335.57612.966-1.4261.4261.661-1.461 N-19.900-23.0540.063-0.330-0.4490.4490.894-1.288-0.6610.661 0.971-2.601 V-6.561-9.652 0.600-0.57-3.9173.917-10.095-4.533-2.3222.322 2.704-2.609組 合 1選 項 M-1.218.8110.91.4(10.318+5.383+35.576+1.426+1.661)= 45.925N-1.219.90.91.4(0.063+0.449+0.894+0.661+0.971)= -20.052V-1.26.5610.91.4(0.6+3.917-10.095+2.322+2.704)= -8.569組 合 2選 項 M-1.218.8110.91.4(-27.676-7.024-1.426-1.461)= -69.933 N-1.219.90.91.4(-23.054-0.33-0.661-2.601)= -57.454 V-1.26.5610.91.4(-9.652-0.57-2.322-2.609)= -26.966組 合 3選 項 M-1.218.8110.91.4(10.318+5.383+35.576+1.426+1.661)=45.925 N-1.219.90.91.4(0.063+0.449+0.894+0.661+0.971)=-20.052 V-1.26.5610.91.4(0.6+3.917-10.095+2.322+2.704)=-8.569組 合 4選 項 M-1.218.8110.91.4(-27.676-7.024-5.383+12.966-1.426-1.461)= -60.378 N-1.219.90.91.4(-23.054-0.33-0.449-1.288-0.661-2.601)= -59.643 V-1.26.5610.91.4(-9.652-0.57-3.917-4.533-2.322-2.609)= -37.613 續(xù)表3 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱邊柱AB截面標(biāo)準(zhǔn)值 M22.73833.453-11.2887.1267.657-7.657-30.521-12.082-1.1521.152-1.2782.765 N-19.49-23.0540.063-0.330-0.449 0.4490.894-1.288-0.6610.6610.971-2.601 V-6.561-9.652-0.397-0.4381.433-1.433-10.095-4.533-2.322 2.3222.704-2.609組 合 1選 項 M1.222.7380.91.4(33.453+7.126+1.152+2.765)= 83.351N-1.219.490.91.4(-23.054-0.33+0.661-2.601)= -55.296V-1.26.5610.91.4(-9.652-0.438+2.322-2.609)= -20.948組 合 2選 項 M1.222.7380.91.4(-11.288-7.657-30.521-1.152-1.278)= -38.103 N-1.219.490.91.4(0.063+0.449+0.894-0.661+0.971)= -21.226 V-1.26.5610.91.4(-0.397-1.433-10.095-2.322+2.704)= -22.417組 合 3選 項 M1.222.7380.91.4(-11.288-7.657-30.521+1.152-1.278)= -35.087 N-1.219.490.91.4(0.063+0.449+0.894+0.661+0.971)= -19.56 V-1.26.5610.91.4(-0.397-1.433-10.095+2.322+2.704)= -16.521組 合 4選 項 M1.222.7380.91.4(33.453+7.126+7.657-12.082-1.152+2.765)= 74.872 N-1.219.490.91.4(-23.054-0.33-0.449-1.288-0.661-2.601)= -59.151 V-1.26.5610.91.4(-9.652-0.438+1.433-4.533-2.322-2.609)= -30.706 續(xù)表4 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱邊柱AB截面標(biāo)準(zhǔn)值 M-22.738-33.45311.288-7.126-7.6577.65730.52112.0821.152-1.1521.278-2.765 N-19.49-23.0540.063-0.330-0.449 0.4990.894-1.288-0.6610.6610.971-2.601 V-6.561-9.652-0.397-0.4381.433-1.433-10.095-4.533-2.322 2.3222.704-2.609組 合 1選 項 M-1.222.7380.91.4(11.288+7.657+30.521+1.152+1.278)= 38.103N-1.219.490.91.4(0.063+0.499+0.894-0.661+0.971)= -21.163V-1.26.5610.91.4(-0.397-1.433-10.095-2.322+2.704)= -22.417組 合 2選 項 M-1.222.7380.91.4(-33.453-7.126-1.152-2.756)= -83.339 N-1.219.490.91.4(-23.054-0.33+0.661-2.601)= -55.296 V-1.26.5610.91.4(-9.652-0.438+2.322-2.609)= -20.948組 合 3選 項 M-1.222.7380.91.4(11.288+7.657+30.521-1.152+1.278)= 35.2 N-1.219.490.91.4(0.063+0.499+0.894-0.661+0.971)= -21.163 V-1.26.5610.91.4(-0.397-1.433-10.095-2.322+2.704)= -22.417組 合 4選 項 M-1.222.7380.91.4(-33.453-7.126-7.659+12.082+1.152-2.765)= -74.875 N-1.219.490.91.4(-23.054-0.33-0.449-1.288-0.661-2.601)= -59.151 V-1.26.5610.91.4(-9.652-0.438+1.433-4.533-2.322-2.609)= -30.706 續(xù)表5 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱邊柱AB截面(B)標(biāo)準(zhǔn)值 M35.86552.7664.8557.2194.647-4.467-9.289-8.3677.182-7.182-8.6918.244 N-23.713-23.0540.063-0.330-0.4990.4990.894-1.288-0.6610.661 0.971-2.601 V-6.561-9.652-3.6771.6141.4331.433-10.095-4.533-2.322 2.322 2.704-2.609組 合 1選 項 M1.235.8650.91.4(52.766+7.219+7.182+8.244)= 138.056N-1.223.7130.91.4(-23.054-0.33-0.661-2.601)= -62.03V-1.26.5610.91.4(-9.652+1.614-2.322-2.609)= -24.214組 合 2選 項 M1.235.8650.91.4(-4.467-9.289-7.182-8.691)= 5.705 N-1.223.7130.91.4(0.499+0.894+0.661+0.971)= -24.644 V-1.26.5610.91.4(1.433-10.095+2.322+2.704)= -12.455組 合 3選 項 M1.235.8650.91.4(4.855-4.467-9.289-7.182-8.691)= 11.823 N-1.223.7130.91.4(0.063+0.499+0.894+0.661+0.971)= -24.565 V-1.26.5610.91.4(-3.677-9.652+1.614-2.322-2.609)= -28.847組 合 4選 項 M1.235.8650.91.4(52.766+7.219+4.467-8.367+7.182+8.244)= 133.142 N-1.223.7130.91.4(-23.054-0.33-0.499-1.288-0.661-2.601)= -64.281 V-1.26.5610.91.4(-9.652+1.614+1.433-4.533-2.322-2.609)= -28.12 續(xù)表6 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱中柱DC柱底截面(D)標(biāo)準(zhǔn)值 M 0 0-16.60516.60517.588-17.588-24.196-11.25317.588-17.58811.25324.196 N-50.074-72.6920.2670.267-0.8890.889-36.743-125.9790.889-0.889-125.979-36.743 V 001.151-1.151-4.5274.5277.5129.272-4.527 4.527-9.272-7.512組 合 1選 項 M0.91.4(16.605+17.588-11.253+17.588+24.196)= 81.552Mk= 64.724N-1.250.0740.91.4(0.267-0.889-125.979+0.889-36.743)= -264.782Nk= -212.529V0.91.4(-1.151-4.527+9.272-4.527-7.512)= -10.641Vk= -8.445組 合 2選 項 M0.91.4(-16.605-17.588-24.196-17.588+11.253)= -81.552 N-1.250.0740.91.4(0.267+0.889-36.743-0.889-125.979)= -264.782 V0.91.4(1.151+4.527+7.512+4.527-9.272)= 10.641組 合 3選 項 M0.91.4(-16.605)= -20.922 0.91.416.605 = 20.922 N-1.250.0740.91.40.267 = -59.752 V0.91.41.151 = 1.450.91.4(-1.151)= -1.45組 合 4選 項 M0.91.4(17.588-11.253-17.588+11.533)= 0Mk= 0 N-1.250.0740.91.4(-72.692-0.889-125.979-0.889-125.779)= -471.136Nk= -376.302 V0.91.4(-4.527+9.272+4.527-9.272)= 0Vk= 0 續(xù)表7 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱中柱DC牛腿處柱截面標(biāo)準(zhǔn)值 M 0 0-0.3680.3687.176-7.176-17.956-40.6717.176-7.17640.67117.956 N-46.261-72.6920.2670.267-0.8890.889-36.743-125.979 0.889-0.889-125.979-36.743 V 001.151-1.151-4.5274.5277.5129.272-4.5274.527-9.272-7.512組 合 1選 項 M0.91.4(0.368+7.176+40.671)= 60.751N-1.246.2610.91.4(-72.692+0.267+0.889-125.979)= -304.382V0.91.4(-1.151-4.527-9.272)= -18.837組 合 2選 項 M0.91.4(-0.368-7.176-40.671)= -60.751 N-1.246.2610.91.4(0.627+0.889-125.979)= -212.337 V0.91.4(1.151+4.527+9.272)= 18.837組 合 3選 項 M0.91.4(-0.368)= 0.464 0.91.40.368= 0.464 N-1.246.2610.91.40.267= -55.177 V0.91.41.151= 1.450.91.4(-1.151)= -1.45組 合 4選 項 M0.91.4(7.176-40.671-7.176+40.671)= 0 N-1.246.2610.91.4(-72.692-0.889-125.979-0.889-125.979)= -466.812 V0.91.4(-4.527+9.272+4.527-9.272)= 0 續(xù)表8 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱中柱DC牛腿處柱截面標(biāo)準(zhǔn)值 M 0 00.368-0.368-7.1767.176-6.368-38.930-7.1767.17638.930 6.368 N-46.261-72.6920.2670.267-0.8890.8891.7070.371 0.889-0.8890.3711.707 V 001.151-1.151-4.5274.5277.5129.272-4.5274.527-9.272-7.512組 合 1選 項 M0.91.4(0.368+7.176+38.93)= 58.557N-1.246.2610.91.4(0.267-0.889+0.371)= -55.829V0.91.4(1.151+4.527-9.272)= -4.528組 合 2選 項 M0.91.4(-0.368-7.176-38.93)= -58.557 N-1.246.2610.91.4(0.267-0.889+0.371)= -55.829 V0.91.4(-1.151-4.527+9.272)= 4.528組 合 3選 項 M0.91.4(0.368+7.176-6.368-7.176+6.368)= 0.464 N-1.246.2610.91.4(0.267+0.889+1.707+0.889+1.707)= -48.635 V0.91.4(1.151+4.527+7.512-4.527-7.512)= 1.45組 合 4選 項 M0.91.4(-7.176-38.93+7.176+38.93)= 0 N-1.246.2610.91.4(-72.692-0.889+0.371-0.889+0.371)= -148.41 V0.91.4(-4.527+9.272+4.527-9.272)= 0 續(xù)表9 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱中柱DC制動點處柱截面標(biāo)準(zhǔn)值 M 0 0-1.0811.0819.878-9.8782.62834.2949.878-9.878-34.294-2.628 N-45.920-72.6920.2670.267-0.8890.8891.7070.371 0.889-0.8890.3711.707 V 001.151-1.1510.823-0.8237.5129.272-4.5274.527-9.272-7.512組 合 1選 項 M0.91.4(1.081+9.878+34.294+9.878-2.628)= 66.154N-1.245.920.91.4(0.267-0.889+0.371+0.889+1.707)= -52.149V0.91.4(-1.151+0.823+9.272-4.527-7.512)= -3.9組 合 2選 項 M0.91.4(-1.081-9.878+2.628-9.878-34.294)= -66.154 N-1.245.920.91.4(0.267+0.889+1.707-0.889+0.371)= -52.149 V0.91.4(1.154-0.823+7.512+4.527-9.272)= 3.903組 合 3選 項 M0.91.4(-1.081-9.878+2.628+9.878-2.628)= -1.362 N-1.245.920.91.4(0.267+0.889+1.707+0.889+1.707)= -48.226 V0.91.4(1.154-0.823+7.512-4.527-7.512)= -5.287組 合 4選 項 M0.91.4(9.878+34.294-9.878-34.294)= 0 N-1.245.920.91.4(-72.692-0.889+0.371-0.889+0.371)= -148.001 V0.91.4(0.823+9.272+4.527-9.272)= 6.741 續(xù)表10 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱中柱DC制動點處截面標(biāo)準(zhǔn)值 M 0 01.081-1.081-9.8789.878-2.628-34.294-9.8789.87834.2942.628 N-45.920-72.6920.2670.267-0.8890.8891.7070.371 0.889-0.8890.3711.707 V 001.151-1.1510.823-0.8237.5129.272-4.5274.527-9.272-7.512組 合 1選 項 M0.91.4(1.081+9.878-2.628+9.878+34.294)= 66.154N-1.245.920.91.4(0.267+0.889+1.707-0.889+0.371)= -52.149V0.91.4(1.151-0.823+7.512+4.527-9.272)= 3.9組 合 2選 項 M0.91.4(-1.081-9.878-34.294-9.878+2.628)= -66.154 N-1.245.920.91.4(0.267-0.889+0.371+0.889+1.707)= -52.149 V0.91.4(-1.151+0.823+9.272-4.527-7.512)= -3.9組 合 3選 項 M0.91.4(1.081+9.878-2.628-9.878+2.628)= 1.362 N-1.245.920.91.4(0.267+0.889+1.707+0.889+1.707)= -48.226 V0.91.4(1.151-0.823+7.512-4.527-7.512)= -5.291組 合 4選 項 M0.91.4(-9.878-34.294+9.878+34.294)= 0 N-1.245.920.91.4(-72.692-0.889+0.371-0.889+0.371)= -148.001 V0.91.4(0.823+9.272+4.527-9.272)= 6.741 續(xù)表11 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱邊柱DC柱頂截面C標(biāo)準(zhǔn)值 M 0 0-13.15813.1588.149-8.149-13.08114.8248.149-9.878-14.82413.081 N-44.490-72.6920.2670.267-0.8890.8891.7070.3710.889-0.8890.3711.707 V 001.151-1.1510.823-0.8237.5129.2720.823-0.823-9.272-7.512組 合 1選 項 M0.91.4(13.158+8.149+14.824+8.149+13.081)= 72.275N-1.244.490.91.4(0.267-0.889+0.371+0.889+1.707)= -50.433V0.91.4(-1.151+0.823+9.272+0.823-7.512)= 2.841組 合 2選 項 M0.91.4(-13.158-8.149-13.081-9.878-14.824)= -74.453 N-1.244.490.91.4(0.267+0.889+1.707-0.889+0.371)= -50.433 V0.91.4(1.151-0.823+7.512-0.823-7.512)= -0.624組 合 3選 項 M0.91.4(-13.158-8.149-13.081+8.149+13.081)= -16.579 N-1.244.490.91.4(0.267+0.889+1.707+0.889+1.707)= -46.51 V0.91.4(1.151-0.823+7.512+0.823-7.512)= 1.45組 合 4選 項 M0.91.4(8.149+14.824-9.878-14.824)= -2.179 N-1.244.490.91.4(-72.692-0.889+0.371-0.889-0.371)= -147.22 V0.91.4(0.823+9.272-0.823-9.272)= 0 續(xù)表12 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE柱梁BC梁左端截面B標(biāo)準(zhǔn)值 M-35.865-52.766 4.855-7.219-4.6474.6479.2898.367-7.1827.1828.691-8.244 N-6.561-9.652-3.6771.6141.433-1.433-10.095-4.533-2.3222.3222.704-2.609 V18.12923.054-0.0630.3300.449-0.449-0.8941.2880.661-0.661-0.9712.601組 合 1選 項 M-1.235.8650.91.4(4.855+4.647+9.289+7.182+8.691)= 0.639N-1.26.6510.91.4(-3.677-1.433-10.095+2.322-2.609)= -27.501V1.218.1290.91.4(-0.063-0.449-0.894-0.661-0.971)= 17.927組 合 2選 項 M-1.235.8650.91.4(-52.766-7.219-7.182-8.244)= -138.056 N-1.26.6510.91.4(-9.652+1.614-2.322-2.609)= -24.322 V1.218.1290.91.4(23.054+0.33+0.661+2.601)= 55.329組 合 3選 項 M-1.235.8650.91.4(-7.219+7.182+8.691)= -32.134 N-1.26.6510.91.4(1.614+2.322+2.704)= 0.385 V1.218.1290.91.4(0.33-0.661-0.971)= 20.114組 合 4選 項 M-1.235.8650.91.4(-52.766+4.855+4.467+9.289-7.182-8.244)= -105.51 N-1.26.6510.91.4(-9.652-3.677-1.433-10.095-2.322-2.609)= -45.514 V1.218.1290.91.4(23.054-0.063-0.449-0.894+0.661+2.601)= 53.141 續(xù)表13 桿件及截面編號恒載活載風(fēng) 載吊 車1( 左 跨 )吊 車2( 右 跨 )左 風(fēng)右 風(fēng)左剎車右剎車RMaxAB柱RMaxDC柱左剎車右剎車RMaxDC柱RMaxE
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