钢架计算.xls

钢材强度fyN/mm235 bhtwtAIxIyWxix杆件长度长细比宽厚比限值 高厚比限值 刚架1 刚架22404006861441.758E081.844E078.792E05 169.178407900053.198278 15.3198278 51.59913924 刚架32404006861441.758E081.844E078.792E05 169.178407900053.198278 15.3198278 51.59913924 刚架42404006861441.758E081.844E078.792E05 169.178407900053.198278 15.3198278 51.59913924 刚架525080061210656 1.165E093.126E072.913E06 330.666739900027.217736 12.7217736 38.60886798 刚架625065061087806.371E082.605E071.960E06 269.367175900033.411643 13.3411643 41.7058217 20035061059801.336E081.334E077.634E05 149.470545900060.212532 16.0212532 55.10626617 20050061068802.954E081.334E071.182E06 207.220438900043.432009 14.3432009 46.71600463 20060061074804.457E081.334E071.486E06 244.098618900036.870344 13.6870344 43.43517194 300 1000121420064 2.960E096.314E075.920E06 300 1800121429664 1.226E106.326E071.363E07 400 1200121425264 5.548E091.495E089.247E06 3001800121429664 1.226E106.326E071.363E07 3001200812 16608 3.625E095.405E076.041E06 300 12001012 18960 3.896E095.410E076.493E06 300 14001012 20960 5.639E095.411E078.056E06 宽厚比设计值 高厚比设计值ix杆件长度平面外稳定（长细比） 14.6256454.782524597000127.777974 14.6256454.782524597000127.777974 14.6256454.782524597000127.777974 10.16666667 129.333333354.165772697000129.2329021 12.210554.473046847000128.503919 9.75547.229733377000148.2117196 9.78044.036806317000158.9579397 9.796.6666666742.2365599000213.0855404 bhtwtAIxWxL 数量 左边柱2004005105900 1.750E08 8.750E05 113002 中柱2004005105900 1.750E08 8.750E0555001 斜梁200650586370 4.359E08 1.341E0625004 200500585620 2.409E08 9.636E0560002 夹层梁2006005106900 4.294E08 1.431E06 220001 11 次梁180350584550 9.975E07 5.700E05600081 180350584550 9.975E07 5.700E0580009 支撑 柱间支撑1122668.48528174.73612 8.968E02 112265 7.81025 68.798 5.503E02 1.447E03 112260652.84612 6.342E02 314668.48528120.9158 1.673E02 31465 7.8102519.2518 1.540E02 9.555E02 2.403E03 檩条4.44992 4404.5 墙檩4.44438 1944.7 总用钢量7E042.472E01 面积2728 工程统计 钢柱2000.000kg 钢梁48798.457kg 支撑250.000kg 檩条4844.928kg 墙檩2139.192kg 屋面板1449M2 墙板1265.56M2 铝合金窗333M2 彩板门37.8M2 总用钢量58032.577kg 总建筑面积300M2 单位平米用钢量193.44kg/M2 weight 1046.719 254.7325 500.045 529.404 1191.63 3522.531 38747.84 17358.7 2571.66 19930.36