Determine the reinforcement and corresponding moment for the
reinforcement ratios given below. Draw the variation Mr and As and
discuss the result. (use Turkish codes !!!!!!)
C25/S420
b = 350 mm
d = 500 mm
d' = 50 mm
a) εc = 0.003, εs =0.003 strain condition
b) εc = 0.003, εs = 0.01 strain condition
b 0.85fcd a с d As di Fs
Determine the reinforcement and corresponding moment for the reinforcement ratios given below. Draw the variation Mr and
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