Determine the adequacy of the 10-in. Syulaire lirsi-story column (column (') of the ligure fior Problemi 13.2. which is
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Determine the adequacy of the 10-in. Syulaire lirsi-story column (column (') of the ligure fior Problemi 13.2. which is
Determine the adequacy of the 10-in. Syulaire lirsi-story column (column (') of the ligure fior Problemi 13.2. which is carrying a service axial load of 370 kips and a primary bending Minent uf 121 1 kips (assume loads 7044 dead leiul). The primary hunding moment varies from a maximum at the top w zerv at the bottom and joint translation is adequately prevented. Use f'= 5000 psi and / 00.000) psi, Ilse ACI moment magnilier method. اطا را
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