五层现浇钢筋混凝土框架结构商业中心建筑与结构设计和CAD图纸(70)
31(34) 82 -46.3 -0.5 -617.1 36.4 -43.9 1 Nmin
31( 1) 82 -17.1 19.6 -1147.1 6.2 8.0 0 Nmax
31(33) 82 -1.6 -6.2 -870.4 47.5 23.5 1 Mxmax
31(35) 82 21.2 29.5 -1049.9 -27.2 55.8 1 Mymax
31( 1) 82 -12.7 14.5 -869.4 4.6 5.9 0 D+L
------------------------------------------------------------------------------
32(30) 89 -188.4 -104.8 -2182.2 457.4 -811.5 1 Vxmax
32(33) 89 67.1 -129.8 -2105.4 580.1 310.3 1 Vymax
32(29) 89 67.1 -129.8 -2105.4 580.1 310.3 1 Nmin
32( 1) 89 -2.3 -10.2 -3079.0 -91.2 14.1 0 Nmax
32(28) 89 -70.3 114.2 -2351.1 -713.9 -288.9 1 Mxmax
32(35) 89 185.2 89.2 -2274.3 -591.2 832.8 1 Mymax
32( 1) 89 -1.8 -7.3 -2344.4 -68.3 10.1 0 D+L
------------------------------------------------------------------------------
33(30) 74 -80.6 -30.0 -331.7 28.1 -43.9 1 Vxmax
33(33) 74 12.2 -35.6 -672.5 39.1 15.4 1 Vymax
33(28) 74 -32.7 5.2 -319.8 -45.8 -13.3 1 Nmin
33( 1) 74 -13.9 -20.5 -679.1 -4.6 1.4 0 Nmax
33(28) 74 -32.7 5.2 -319.8 -45.8 -13.3 1 Mxmax
下一篇：建设工程项目施工进度管理研究