Steel Design (Activate Learning with these NEW titles from Engineering!)
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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Chapter 10, Problem 10.7.6P
To determine

(a)

Design of plate girder using LRFD.

To determine

(b)

Design of the girder plate Using ASD.

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A hanger is suspended from a plate that is welded to a wide flange beam as shown. The plate requires a 1”x1” chamfer in the inside corners to clear the fillet radius of the beam. A ¼ inch double sided fillet weld is used with no welds placed at 1”x1” from the inside corners as shown in the weld configuration. Determine the maximum load the hanger can carry using ASD and the Elastic method if the eccentricityof the load from beam centerline is 7”.
Use an elastic analysis and compute the extra load in the weld (in kips per inch of length) caused by the eccentricity.
The connection consists of a plate connected by a five 25-mm diameter rivets. It carries a load P=120 kN.
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Steel Design (Activate Learning with these NEW ti...
Civil Engineering
ISBN:9781337094740
Author:Segui, William T.
Publisher:Cengage Learning