A reinforced concrete rectangular beam having a width of 350mm a total depth of 600mm and an effective depth of 530mm is reinforced with 4-28mm∅ tension bars. Material strengths are fy=420MPa, fc'=28MPa, fr=3.28MPa and n = 8. Determine the stresses in concrete and steel caused by a bending moment M = 60 kN-m.
Reference:
Simplified Reinforced Concrete Design (NSCP 2015) by MJB Castro
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