普通钢屋架设计数据

上弦

下弦

斜腹杆

竖腹杆

AB0BD-11.25DF-18.07FH-21.42HI-22.24IK-22.69ab6.02bc15.13cd20.01de21.97ef21.08aB-11.25Bb8.94bD-7.49Dc 5.52cF-4.23Fd2.7dH-1.48He0.36eg1.6gK2.32Ig0.65Aa-0.5Cb-1Ec-1Gd-1Ie-1.5Jg-1Kf

000-8.13-3.12-12.45-5.62-13.8-7.62-13-9.24-13.45-9.244.451.5710.684.4513.376.13.8.4310.10.-8.32-2.936.312.63-4.95-2.3.272.25-2.04-2.190.741.960.44-1.92-1.381.743.65-2.0.37-2.050.650-0.50-10-10-10-1.50-10000-571.05-917.2332-1087.2792-1128.9024-1151.7444305.5752767.99881015.70761115.19721070.0208-571.053.7944-380.1924280.1952-214.7148137.052-75.124818.273681.216117.763232.994-25.38-50.76-50.76-50.76-76.14-50.7600-512.082-811.0152-943.2612-9.26-977.1084275.9022683.380.2116955.8702870.8148-515.673404.0874-332.18237.6702-173.3238100.008-38.8368-14.6124119.961156.508232.994-25.38-50.76-50.76-50.76-76.14-50.760

组合 第三组合

最大应力 备注

P左×③+P右×P左×②+P右×P左×③+ P右

0000

-417.393-267.5997-136.3878-571.05-681.9282-413.8857-235.008-917.2332-826.4592-465.5232-303.669-1087.2792-883.2024-448.55-350.082-1128.9024-7.5394-462.52-352.269-1151.7444221.4702145.802770.3755305.5752566.1468353.241190.0773767.9988763.01447.40271.15021015.7076859.2912461.3868327.55591115.1972870.8148378.4914378.49141070.0208-413.802-272.5758-131.4117-571.05334.53208.7073112.3281453.7944-286.6374-166.0419-102.924-380.1924218.3922112.468585.77280.1952-176.1588-73.98-77.9139-214.7148123.06632.5026.44137.052-83.44084.3308-57.477.3308、-83.440844.3556-34.3927.320247.3202、-34.392612.231103.3695-45.9135119.961、-45.913535.1702125.7255-42.4143156.5082、-42.414320.70920.18253.15932.994-15.93-15.525-2.43-25.38-31.86-31.05-4.86-50.76-31.86-31.05-4.86-50.76-31.86-31.05-4.86-50.76-47.79-46.575-7.29-76.14-31.86-31.05-4.86-50.76

0000