Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Question
Chapter 10, Problem 10.5.2P
To determine
(a)
The required distance to the next stiffener if a stiffener is placed at the end of the girder by using LRFD.
To determine
(b)
The required distance to the next stiffener if a stiffener is placed at the end of the girder by using ASD.
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A plate girder is composed of the following elements:
Web plate: 900 mm depth x 10 mm thickness
Two angles : ISA 200 mmx100 mmx12.0 mm @ 27.2 kglm, in each flange
Two flange plates : 500 mm x 16 mm in each flange.
(1),
(ii)
(ii)
The girder is simply supported over an effective span of 12 m. The diameter of rivets used
for connecting flange angles to the web and flange plates to flange angles is 20 mm.
Determine the safe uniformly distributed load which the girder can carry, inclusive of its own
weight. Assume that the compression flange is not restrained against lateral bending, but the ends
are restrained against torsion. Take fy = 250 N/mm2.
None
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Steel Design (Activate Learning with these NEW titles from Engineering!)
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