A hinged end column 18-ft tall supports unfac- tored loads of 100 kips dead load and 60 kips live load. These loads are applied at an eccentricity of 3 in. at the bottom and 5 in. at the top. Both eccentricities are on the same side of the center- line of the column. Design a tied column with at least three bars per face using f = 4000 psi and f₁ = 60,000 psi.

A hinged end column 18-ft tall supports unfac- tored loads of 100 kips dead load and 60 kips live load. These loads are applied at an eccentricity of 3 in. at the bottom and 5 in. at the top. Both eccentricities are on the same side of the center- line of the column. Design a tied column with at least three bars per face using f = 4000 psi and f₁ = 60,000 psi.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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