03) The given beam is laterally supported at the ends and at the 1/3 points (points 1, 2, 3, and 4). The concentrated load is a service live load. Use Fy = 50 ksi and select a W-shape. Do not check deflections. Use LRFD. 30 k 10'ª———| 5² | 5¹ |▬▬▬▬ 10¹ 30'
03) The given beam is laterally supported at the ends and at the 1/3 points (points 1, 2, 3, and 4). The concentrated load is a service live load. Use Fy = 50 ksi and select a W-shape. Do not check deflections. Use LRFD. 30 k 10'ª———| 5² | 5¹ |▬▬▬▬ 10¹ 30'
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 10.7.8P
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
Transcribed Image Text:03) The given beam is laterally supported at the ends and at the 1/3 points (points 1, 2, 3, and 4).
The concentrated load is a service live load. Use Fy = 50 ksi and select a W-shape. Do not check
deflections. Use LRFD.
10'
30 k
3
|$||5|—
30'
10'
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