7.17 Given: The glulam column in Fig. 7.D with the following information: D = 20 k L = 90 k L, = 40 k L2 = 10 ft L = 22 ft L3 =12 ft The loads are axial forces and the member is axial combination 2 DF glulam without special tension laminations. The column effective length factor is K, = 1.0. CM = 1.0, and C, = 1.0. Find: a. Using ASD, is the column adequate to support the design load? b. Using LRFD, is the column adequate to support the factored design load? 15" STRONG AXIS WEAK AXIS „SI 27 '7

7.17 Given: The glulam column in Fig. 7.D with the following information: D = 20 k L = 90 k L, = 40 k L2 = 10 ft L = 22 ft L3 =12 ft The loads are axial forces and the member is axial combination 2 DF glulam without special tension laminations. The column effective length factor is K, = 1.0. CM = 1.0, and C, = 1.0. Find: a. Using ASD, is the column adequate to support the design load? b. Using LRFD, is the column adequate to support the factored design load? 15" STRONG AXIS WEAK AXIS „SI 27 '7

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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