Determine the required flexural reinforcement for a 500-mm-wide and 700-mm-deep cantilever beam subjected to a factored
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Determine the required flexural reinforcement for a 500-mm-wide and 700-mm-deep cantilever beam subjected to a factored
Determine the required flexural reinforcement for a 500-mm-wide and 700-mm-deep cantilever beam subjected to a factored bending moment equal to 190 kN m. Assume normal-weight concrete with , a 20-mm maximum aggregate size, and Grade 420 reinforcement. Draw a section of the beam showing the reinforcement.