Assume a 27-in-thick square footing (d = 23 in) supports an 18-in.-square tied interior column Assuming that the shear f
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Assume a 27-in-thick square footing (d = 23 in) supports an 18-in.-square tied interior column Assuming that the shear f
Assume a 27-in-thick square footing (d = 23 in) supports an 18-in.-square tied interior column Assuming that the shear force V2 = 827 kips and the V concrete used is 3000-psi normal-weight concrete, what exactly is the required depth to resist the two way shear? ? Select one: a 30.7 in b. 16.2 in A C. 36.8 in d. 23.9 in
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