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(63)
14(28) 50 -77.3 40.3 -964.9 -17.1 -58.1 1 Nmin
14( 1) 50 -31.1 36.4 -1399.9 -1.5 0.1 0 Nmax
14(35) 50 -18.1 69.0 -1013.2 -52.5 -1.7 1 Mxmax
14(29) 50 31.6 13.4 -1055.6 14.9 58.2 1 Mymax
14( 1) 50 -23.3 27.0 -1069.5 -1.1 0.1 0 D+L
------------------------------------------------------------------------------
15(32) 54 -56.2 30.0 -945.8 -12.6 -58.0 1 Vxmax
15(31) 54 -13.1 98.4 -637.0 -52.6 -1.7 1 Vymax
15(31) 54 -13.1 98.4 -637.0 -52.6 -1.7 1 Nmin
15( 1) 54 -21.7 15.2 -1214.9 -1.4 0.1 0 Nmax
15(31) 54 -13.1 98.4 -637.0 -52.6 -1.7 1 Mxmax
15(29) 54 24.9 -7.4 -795.8 10.6 58.2 1 Mymax
15( 1) 54 -16.6 11.2 -935.2 -1.1 0.1 0 D+L
------------------------------------------------------------------------------
16(30) 90 -312.8 103.7 -2594.0 393.4 -795.8 1 Vxmax
16(28) 90 -205.5 378.3 -3531.1 -吹冰.7 -283.8 1 Vymax
16(33) 90 -20.5 -1.5 -2388.3 821.2 456.9 1 Nmin
16( 1) 90 -156.0 261.1 -4103.2 48.5 119.1 0 Nmax
16(33) 90 -20.5 -1.5 -2388.3 821.2 456.9 1 Mxmax
下一篇：建设工程项目施工进度管理研究