WebJul 5, 2024 · Mcd = (Fck*b*d^2* (k-ko))*10^ (-6) As2 = (Mcd*10^6)/ (0.87*Fyk* (d-do)) z = 0.5*d* (1+sqrt (1-3.53*ko)) As1 = ( (ko*Fck*b*d^2)/ (0.87*Fyk*z))+ As2 else disp ( ‘Since k < ko, No Compression reinforcement is required’) disp ( ‘Lever arm (la)’) la = 0.5+sqrt (0.25-0.882*k) if la>0.95 disp (‘Since la > 0.95,’) la = 0.95 else Webfcd=fck/γfc 其中γfc=1.45,是混凝土材料的分项系数取值,接近于按二级安全等级结构分析的脆性破坏构件目标可靠指标的要求。 2、根据以上规定可知,设计验算采用的强度为混凝土轴心抗压强度设计值,由混凝土轴心抗压强度标准值除以混凝土材料分项系数得到。
Table of Concrete Design Properties (FCD, FCTM, Ecm, …
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Free MATLAB Code for Flexural Design of R.C. Sections
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