1、内力组合表 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 M17.93226.683-29.84422.33115.837-15.93713.67321.64211.856-11.856-13.47913.149 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
2、.533-2.322 2.322 2.704-2.609组 合 1选 项 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)= -112.665 Nk= -90.546V-1.26.5610.91.4(-9.652-5.274-3.917-4.533-2.322-2.609)= -43.540 Vk= 34.868组 合 2选 项 M1.217.9230.91.4（-29.8
3、44-15.937+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组 合 3选 项 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）=
4、 10.771组 合 4选 项 M1.217.9320.91.4(26.683+22.331+15.837+13.673+11.856+13.149)= 151.965 Mk= 121.461 N-1.223.7130.91.4(-23.054-0.33-0.449-125.456-0.661-2.601)= -220.67 Nk= -176.264 V-1.26.5610.91.4(-9.652-5.274-3.917-10.095-2.322-2.609)= -50.548 Vk= -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 ，
5、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 M18.81127.676-10.3187.0245.383-5.38342.82010.9331.426-1.426-1.6611.461 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-
6、2.322 2.322 2.704-2.609组 合 1选 项 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组 合 2选 项 M1.218.8110.91.4(-10.318-1.426-1.661)= 5.683 N-1.219.90.91.4(0.063+0
7、.661+0.971)= -21.744 V-1.26.5610.91.4(0.6+2.322+2.704)= -0.784组 合 3选 项 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组 合 4选 项 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-
8、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 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-18.811-27.67610.318-7.024-5.3835.38335.57612.966-1.4261.4261.661-1.461 N-19.900-23.0540.063-0.330-0.44
9、90.4490.894-1.288-0.6610.661 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组 合 1选 项 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组 合 2选 项 M-1
10、.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组 合 3选 项 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
11、-10.095+2.322+2.704)=-8.569组 合 4选 项 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 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
12、车RMaxDC柱RMaxE柱边柱AB截面标准值 M22.73833.453-11.2887.1267.657-7.657-30.521-12.082-1.1521.152-1.2782.765 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组 合 1选 项 M1.222.7380.91.4(33.453+7.126+1.152+2.765)= 83.351N
13、-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组 合 2选 项 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组 合 3选 项 M1.222
14、.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组 合 4选 项 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
15、.151 V-1.26.5610.91.4(-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-22.738-33.45311.288-7.126-7.6577.65730.52112.0821.152-1.1521.278-2.765 N-19.49-23.0540.063-0.330-0.449 0.4990.894-1.288-0.6610.6610.97
16、1-2.601 V-6.561-9.652-0.397-0.4381.433-1.433-10.095-4.533-2.322 2.3222.704-2.609组 合 1选 项 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组 合 2选 项 M-1.222.7380.91.4(-33.453-7.12
17、6-1.152-2.756)= -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组 合 3选 项 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)=
18、 -22.417组 合 4选 项 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 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A
19、B截面(B)标准值 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组 合 1选 项 M1.235.8650.91.4(52.766+7.219+7.182+8.244)= 138.056N-1.223.7130.91.4(
20、-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组 合 2选 项 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组 合 3选 项 M1.235.8650.91.4(4.855-4.467-9.289-7.182-8.69
21、1)= 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组 合 4选 项 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-
22、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 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 001.151-1.151-4.5274.5
23、277.5129.272-4.527 4.527-9.272-7.512组 合 1选 项 M 0.91.4（16.605+17.588-11.253+17.588+24.196）= 81.552 Mk= 64.724N-1.250.0740.91.4（0.267-0.889-125.979+0.889-36.743）= -264.782 Nk= -212.529V 0.91.4（-1.151-4.527+9.272-4.527-7.512）= -10.641 Vk= -8.445组 合 2选 项 M 0.91.4（-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 V 0.91.4（1.151+4.527+7.512+4.527-9.272）= 10.641组 合 3选 项 M 0.91.4（-16.605）= -20.922 0.91.416.605 = 20.922 N-1.250.0740.91.40.267 = -59.752 V 0.91.41.151 = 1.45 0.91.4（-1.151）= -1.45组 合 4选 项 M 0.91.4（17.588-11.253-17.588+11.533）= 0 M
