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tively. For both values of P. the column will be subje factored bending moments M, of 295 and 24 ft-kips abc respectively (Fig. P9.13). Material strengths are f, f = 4000 psi. Using equal reinforcement on all sides, de and transverse reinforcement for this column.

tively. For both values of P. the column will be subje factored bending moments M, of 295 and 24 ft-kips abc respectively (Fig. P9.13). Material strengths are f, f = 4000 psi. Using equal reinforcement on all sides, de and transverse reinforcement for this column.

Structural Analysis
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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9.13. A 20 in. square lower-story interior building column must be designed for maximum and minimum factored axial loads P, of 880 and 551 kips, respec- tively. For both values of P. the column will be subjected to simultaneous factored bending moments M, of 295 and 24 ft-kips about the Y and X axes, respectively (Fig. P9.13). Material strengths are f, = 60,000 psi and f = 4000 psi. Using equal reinforcement on all sides, design the longitudinal and transverse reinforcement for this column. FIGURE P9.13 20 20 X
Transcribed Image Text:9.13. A 20 in. square lower-story interior building column must be designed for maximum and minimum factored axial loads P, of 880 and 551 kips, respec- tively. For both values of P. the column will be subjected to simultaneous factored bending moments M, of 295 and 24 ft-kips about the Y and X axes, respectively (Fig. P9.13). Material strengths are f, = 60,000 psi and f = 4000 psi. Using equal reinforcement on all sides, design the longitudinal and transverse reinforcement for this column. FIGURE P9.13 20 20 X
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