2. Determine the reinforcement and corresponding moment for the reinforcement ratios given below. Draw the variation Mr vs As and discuss the result. 0.85fcd a) p= Pmin b) p=pb c) p= Pmax d) p = (Pmin + Pmax)/2 e) Ec =0,003, Es=0,003 strain condition f) & = 0,003, Es = 0,01 strain condition As
Materials b (mm) d (mm ) d' (mm) C35/S420 300 550 50
2. Determine the reinforcement and corresponding moment for the reinforcement ratios given below. Draw the variation Mr
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2. Determine the reinforcement and corresponding moment for the reinforcement ratios given below. Draw the variation Mr
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