Question: Econ = 3 0 0 0 psi,Est = 2 9 , 0 0 0 ksi. If tensile strength of the concrete is 4 1 0

Econ

= 3000

psi,Est

= 29, 000

ksi. If tensile strength of the concrete is

410

psi, calculate the maximum moment that member remains uncracked at tensile region. Calculate the stress at steel and compressive concrete due to that moment.

Econ = 3 0 0 0 psi,Est = 2 9 , 0 0 0 ksi. If

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