SAMPLE PROBLEM 1: Properties of W 30 x 116 d = 762 mm A W 30 x 116 beam has the top flange restrained against lateral displacement and rotation and has an unstiffened web. A point load is applied to the top flange at 2m from one support. The beam spans 12m. Use A 36 steel with yield strength of Fy = 248MPa. bf = 266.7 mm K = 41.28 mm tf = 21.59 mm USE tw = 14.33 mm LRFD 1.) Compute the maximum value of the point load that maybe applied without web yielding occurring. 2.) Compute the maximum value of the point load which maybe applied without web crippling occurring. 3.) Compute the maximum value of the point load which maybe applied without side sway buckling occurring.

SAMPLE PROBLEM 1: Properties of W 30 x 116 d = 762 mm A W 30 x 116 beam has the top flange restrained against lateral displacement and rotation and has an unstiffened web. A point load is applied to the top flange at 2m from one support. The beam spans 12m. Use A 36 steel with yield strength of Fy = 248MPa. bf = 266.7 mm K = 41.28 mm tf = 21.59 mm USE tw = 14.33 mm LRFD 1.) Compute the maximum value of the point load that maybe applied without web yielding occurring. 2.) Compute the maximum value of the point load which maybe applied without web crippling occurring. 3.) Compute the maximum value of the point load which maybe applied without side sway buckling occurring.

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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