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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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

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