钢筋As值配筋表,配筋计算as怎么确定

钢筋As值配筋表,配筋计算as怎么确定

ItcanbeseenthatwhenAs'0,Equation1.1isthesameasEquation1.2,soregardlessofwhetherthecompressionsteelbarsareconsidered,Equation1.2canbeused.3.3AtypeofT-shapedsectionisdefinedasatypeofTwhenx≤flangethicknesshfForarectangularsection,thecalculationmethodofxisthesameasforarectangularsection,sothestirrupreinforcementtablecanalsobeused. 3.83.563.353.173.02.85双φ810.19.188.427.777.216.736.3

马镫加固台Asmcm2m10双肢、四肢、六肢6810126810126810121005,710,115,722,611,320,231,445,217,030,347,167,81105,189,1814,2720,5510,418镫筋加固台As/m(cm/mx10)DualITK4648410412464841041246484104121005.710.115.722.611.320.231.445.217.030.347.167.81105.189.1814.2720.5510.4

镫筋加固台As/m(cm/mx10)双肢四肢六肢©6©8©10©12©6©8©10©12©6©8©10©12@1005.710.115.722.611.320.231.445.217.030.347.167.8@1105.18: 9.18:14.2720.5510.418.3628.5541为了找到As，它是使用几个等级的钢条计算的，即几个等级的钢。 根据钢筋配筋表（《混合规程》附录A-P202），选择直径6至直径50的钢筋。 结构设计

˙△˙ 收藏数:0评论数:0文档人气:文档类别:管理/人力资源--劳动和就业文档标签:Stirrupreinforcementtableas(cm/mx10)101210121012@1005.710.115.722.611.320.231.445.217RebarAsvalueRein受力表钢筋作为数值配筋表1.普通建筑钢筋配筋规定(1)符号表示A_s-弯矩设计强度，单位MPa;n-弯矩配筋率，mm/ m;2.工字钢钢筋规定(1)符号表示A_s-弯矩