Problem 1. A W30 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 the left support. The beam spans 12 m. Use A36 steel with yield strength of Fy = 248 Mpa. a. Compute the maximum value of point load that may be applied without web yielding occurring. b. Compute the maximum value of point load that may be applied without web crippling occurring. Properties of W30 x 116 d = 762 mm K = 41.28 mm bf = 266.7 mm tf = 21.59 mm tw = 14.33 mm

Problem 1. A W30 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 the left support. The beam spans 12 m. Use A36 steel with yield strength of Fy = 248 Mpa. a. Compute the maximum value of point load that may be applied without web yielding occurring. b. Compute the maximum value of point load that may be applied without web crippling occurring. Properties of W30 x 116 d = 762 mm K = 41.28 mm bf = 266.7 mm tf = 21.59 mm tw = 14.33 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.5.2P

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