【土木毕设】截面设计表格_框架柱纵向配筋计算表

五四三

M107.5779.5140.18180.8154.111.09181.2681.06 N286.18345.84264.62783.23824.46650.671179.871303.11 b600600600600600600600600 h0560560560560560560560560ξ0.0595610.0719780.0550740.163010.1715910.1354210.2455610.27121 e375.8823229.904151.8404230.839186.910217.04397153.627162.20503 ea2020202020202020 ei395.8823249.904171.8404250.839206.910237.04397173.627182.20503 ei/h00.7069330.4462570.3068580.4479270.3694830.066150.3100480.146795ξ1 2.108718 1.404894 1.028516 1.409402 1.1976030.378605 1.0371310.596346 l0 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5

l0/h7.57.57.57.57.57.57.57.5η 1.057 1.090 1.131 1.090 1.109 1.230 1.130 1.163 2a's/h00.1428570.1428570.1428570.1428570.1428570.1428570.1428570.142857ξ-

-0.0833-0.07088-0.087780.0201530.028734-0.007440.1027040.128353 2a's/h0

ξ1true111110.37910.596 e678.3823532.404454.3404533.339489.4102305.5715456.1271355.615 As-1037.07983.5823642.24122231.4482155.4441062.1062874.8432475.457 As+206.4707-13.7489-127.55979.41808-99.289-752.548-221.326-894.121

二一

42.29198.289.2651.96303.1868.18259.86 1020.851645.351781.811380.482144.832286.461752.23 600600600600650650650 560560560560610610610 0.2124650.3424390.370840.2873130.378280.4032590.309038 41.42626120.460750.0951337.63908141.353929.81902148.3024

2020202021.6721.6721.67 61.42626140.460770.0951357.63908163.023951.48902169.9724 0.109690.2508230.125170.1029270.2672520.0844080.278643 0.4961620.8772210.5379590.4779030.9215810.4279020.952337

4.5 4.5 4.5 4.5

5.3 5.3 5.3

7.57.57.57.58.1538468.1538468.153846

1.182 1.141 1.173 1.187 1.164 1.241 1.162 0.1428570.1428570.1428570.1428570.1311480.1311480.131148

0.0696070.1995820.2279820.1444560.2471330.2721120.17789

0.4961620.8772210.5379590.4779030.9215810.4279020.952337 332.5899420.1982342.1992328.3919474.7207348.8847482.5603 1813.6993693.2323257.1262421.684961.9653887.484120.646 -915.711-386.015-1084.75-1114.71-208.042-1539.03-283.355