门式刚架支撑体系计算1.1

支撑计算1JOBNo.建筑宽度=18.40m檐口高度=8.00m刚架柱距=6.00m边跨抗风柱间距=6.00m29.1402屋面坡度=1/108m风载调整系数=1.10荷载分项系数=1.40支撑跨数目=2基本风压=0.55kN/m26m18.4m6m单个柱间撑所承受侧向力为：16.48kN支撑跨反力为：H=16.48kN,V=21.97kN柱间交叉支撑所选圆钢直径为：16mm27.47kN0.974屋面交叉支撑所选圆钢直径为：16mm16.12kN0.572注：图中抗风柱排列仅为示意DesignallowabletensilestressRODDIAMETERmm3025201612mm2mm2kg/mGROSSAREAEFFECTIVEAREAWEIGHTPERMETER314.2113.180.50.89244.82.46201.1156.71.58706.8560.65.55490.9386.63.85180N/mm2STANDARDDESIGN131.7100.990.869.657.544.136.828.218.914.5MAXIMUNTENSION(KN)