西南交大峨眉校区简支钢桁架桥设计

00.125

0.1000 a b x 制动力T

32116.2108.9110.36007.580068.2200-4.8600225.596035114.3106.9108.380022.740053.06008.9918224.844933.754.622737.9000

22.0385218.9277

杆件k L2y α加载长度

A1A346.2260.64 1.16360.200075.8000A3A544.8845.48 1.74550.400075.8000 1.4545E0E247.6368.220.65450.100075.80000.3636E2E445.3853.06 1.52730.300075.8000 1.0909E4E644.4637.9 1.81820.500075.8000 1.8182E0A147.6368.22

1.11290.100075.80000.618378.837.580.12370.10008.42220.618348.5560.640.98920.100067.37780.618363.3215.160.24730.100016.84440.618349.6553.060.86560.100058.95560.618358.012

2.740.37100.100025.26670.618351.0645.480.74190.100050.53330.618354.6230.320.49460.10003

3.68890.618352.6637.90.61830.100042.11110.6183A1E160.88 1.00000.500015.1600 1.0000

A1E2

E2A3

A3E4

E4A5

杆