Question: M = + 1 2 5 k N - m , Econ = 2 5 GPa,Est = 2 0 0 GPa, section is cracked, calculate

M=+125kN-m,Econ=25GPa,Est=200GPa, section is cracked, calculate stress in both steel and concrete.
M = + 1 2 5 k N - m , Econ = 2 5 GPa,Est = 2 0 0

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