P = 56.25 kN support conditions: pinned-pinned (k = 1.0) P = total load from governing load combination, D + L + W total length of column member, = 3 m beam width, b = 6" or 150 mm (dressed) beam depth, d = 6" or 150 mm (dressed) combined load, P = 15 kN (due to load combination, D +L+W) %3D %3D %3D Notes: (1) The column is not braced althroughout its length. Buckling is a concern. (2) The column-end conditions are pin buckling about x-direction. (3) The column-end conditions are pinned-pinned for buckling about y-direction. (3) The moisture content is < 19%. (4) Normal temperature conditions apply. (5) Assume no incising was incorporated for addition of preservatives. (6) A fire retardant factor = 1.0 is applied. for l = 3m

P = 56.25 kN support conditions: pinned-pinned (k = 1.0) P = total load from governing load combination, D + L + W total length of column member, = 3 m beam width, b = 6" or 150 mm (dressed) beam depth, d = 6" or 150 mm (dressed) combined load, P = 15 kN (due to load combination, D +L+W) %3D %3D %3D Notes: (1) The column is not braced althroughout its length. Buckling is a concern. (2) The column-end conditions are pin buckling about x-direction. (3) The column-end conditions are pinned-pinned for buckling about y-direction. (3) The moisture content is < 19%. (4) Normal temperature conditions apply. (5) Assume no incising was incorporated for addition of preservatives. (6) A fire retardant factor = 1.0 is applied. for l = 3m

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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