In: Civil Engineering
Sectional bending moment due to counting load MU =
525 kN
Find the amount of reinforcement required. The cover thickness is
40mm, and the stirrup rebar is D10.
Design. Compressed reinforcing bars do not have to be yielded, and
the size of the section can only be increased if design is not
possible under the given conditions.
b = 310 mm, h = 520 mm, f ck = 29 MPa, f y = 520 MPa, using tensile and compressed rebar D22