钢结构刚架计算表格Excel

1、,钢材强度fyN/mm,235,b,h,tw,t,A,Ix,Iy,Wx,ix,杆件长度,长细比,宽厚比限值,高厚比限值,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）刚架1,刚架2,240,400,6,8,6144,1.758E+08,1.844E+07,8.792E+05,169.1784068,9000,53.19827849,15.31982785,51.59913924,14.625,64,54.78252459,7000,127.777974刚架3,240,400,6,8,6144,1.758E+08,1.844E+07,8.792E+05,169.1784068,

2、9000,53.19827849,15.31982785,51.59913924,14.625,64,54.78252459,7000,127.777974刚架4,240,400,6,8,6144,1.758E+08,1.844E+07,8.792E+05,169.1784068,9000,53.19827849,15.31982785,51.59913924,14.625,64,54.78252459,7000,127.777974刚架5,250,800,6,12,10656,1.165E+09,3.126E+07,2.913E+06,330.6667393,9000,27.21773596

3、,12.7217736,38.60886798,10.16666667,129.3333333,54.16577269,7000,129.2329021刚架6,250,650,6,10,8780,6.371E+08,2.605E+07,1.960E+06,269.3671751,9000,33.41164341,13.34116434,41.7058217,12.2,105,54.47304684,7000,128.503919,200,350,6,10,5980,1.336E+08,1.334E+07,7.634E+05,149.4705446,9000,60.21253234,16.021

4、25323,55.10626617,9.7,55,47.22973337,7000,148.2117196,200,500,6,10,6880,2.954E+08,1.334E+07,1.182E+06,207.2204384,9000,43.43200927,14.34320093,46.71600463,9.7,80,44.03680631,7000,158.9579397,200,600,6,10,7480,4.457E+08,1.334E+07,1.486E+06,244.0986183,9000,36.87034389,13.68703439,43.43517194,9.7,96.6

5、6666667,42.236559,9000,213.0855404,300,1000,12,14,20064,2.960E+09,6.314E+07,5.920E+06,300,1800,12,14,29664,1.226E+10,6.326E+07,1.363E+07,400,1200,12,14,25264,5.548E+09,1.495E+08,9.247E+06,300,1800,12,14,29664,1.226E+10,6.326E+07,1.363E+07,300,1200,8,12,16608,3.625E+09,5.405E+07,6.041E+06,300,1200,10,12,18960,3.