建筑塔吊附着计算表（含公式）

,,,,,,,,,,,,,,,,,受拉计算：拉应力及受拉构件的刚度,,,,,,,,受压计算：受压整体稳定性及局稳定性,,,,,,

FX1,FY1,∠A,∠A,SIN（A）,COS（A）,∠B,∠B,SIN（B）,COS（B）,FA,FB,LA,LB,管外径,管壁厚,净截面Aj,A管拉应力,B管拉应力,毛截面积A,惯性矩I,回转半径i,计算出A入,计算出B入,[入],长度系数U,入A=Ul/i,入B=Ul/i,由入查OA,由入查OB,QA=N/Oaj,QB=N/Obj

314000,313000,52.22,0.911384056,0.790352441,0.612652445,41.03,0.716087472,0.656438172,0.754379829,154589.7598,290689.3812,10480,8139,219,10,6565.928646,23.54423389,44.27239418,37668.48131,35932865.26,73.97719243,141.6652843,110.0203959,250,1,141.6652843,110.0203959,0.344,0.536,68.44254038,82.59775034

362000,256000,41.63,0.726559139,0.664301651,0.747464592,30.59,0.533880472,0.508877626,0.860838871,188841.718,256549.175,12469,10501,219,10,6565.928646,28.76085443,39.07279363,37668.48131,35932865.26,73.97719243,168.5519495,141.9491556,,1,168.5519495,141.9491556,0.248,0.344,115.9711872,113.5837024

314000,313000,53.37,0.93145475,0.802488791,0.596667193,41.4,0.722545,0.66129588,0.750125162,130873.3028,314497.1074,10602,8269,219,10,6565.928646,19.93218475,47.89834376,37668.48131,35932865.26,73.97719243,143.3144413,111.7776943,,1,143.3144413,111.7776943,0.335,0.522,59.49905894,91.75927924

362000,256000,42.61,0.743662861,0.67698829,0.735993787,31.12,0.543130444,0.516818477,0.856095007,161011.3704,284427.1134,12568,10579,219,10,6565.928646,24.52225405,43.31864215,37668.48131,35932865.26,73.97719243,169.8901998,143.0035346,,1,169.8901998,143.0035346,0.245,0.335,100.0908329,129.3093796

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