E.上口553136F.下口623727C.垂高500024 M.面高5012.45水平间隙S.实长5024.86垂直间隙k.坡系0.1405014270八字材上端负头值 N.坡度85.97八字材芯距八字材边距水平材边距10.005.005767塔身交叉斜材计算
第一档尺寸上宽下宽面.垂高斜材长上端上角上端下角下端上角2009.94第二档尺寸5531上宽5730.23下宽2007.47面.垂高6016.13斜材长19.49上端上角73.35上端下角67.67下端上角2013.84#######5929.85第三档尺寸上宽下宽2011.37面.垂高6205.84斜材长18.91上端上角73.93上端下角68.25下端上角2013.84#######6212.802011.376395.0418.3374.5168.83正侧不同角钢塔计算
E.正上口F.正下口C.垂高E.侧上口F.侧下口正.面高侧.面高N.侧坡度S.实长2000N.正坡度3000E.正下角6000正.K字板2000.00正.八字材3000.00正.塔座角6020.7976020.8085.256041.52E.侧下角85.2594.7576.016204.849.2494.75不变坡干字塔分段口计算
上口上口芯距上皮口下口下口芯距下皮口总垂高面高5001段垂高65003段垂高50005段垂高25007段垂高60009段垂高500036芯距36芯距50芯距50芯距60芯距605721上口5003上口2024.005上口3293.827上口4473.099上口5531.276660.001下口1417.093下口2729.455下口3646.557下口5319.649下口6236.7360.001下皮口1489.093下皮口2829.455下皮口3746.557下皮口5439.649下皮口6356.7367804400044109.352段垂高芯距4500404段垂高芯距4000.00506段垂高芯距6000.00608段垂高芯距1500.006010段垂高芯距1000.00100T.下角94.03 K字板58.11 八字材5903.36向心角84.30塔座夹角27.86坡度87.16下端下角上下角坡度系数0.09912264左右角分段垂高分段实长2005上段长2014.97下段长19.49下端下角141.02上下角38.98左右角2933.64上段长3082.49下段长18.91下端下角142.18上下角37.82左右角3028.60上段长3177.24下段长18.33143.3436.663123.443271.60算
向心角分段垂高分段实长k.正坡系83.28侧.K字板2000侧.八字材2013.84正.塔座角0.165521178k.侧坡系76.016204.849.240.165521178面坡系0.1410909090912上口2下口1409.092044.004上口4下口2729.453293.826上口6下口3626.554473.098上口8下口5319.645531.2710上口10下口6156.736297.822下皮口2124.004下皮口3393.826下皮口4593.098下皮口5651.2710下皮口6497.82
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