Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 1 1/4–inch-diameter bolts in each flange, as shown. Each line contains more than two bolts. The length of the member is 30 feet. Use A242 steel.
Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 1 1/4–inch-diameter bolts in each flange, as shown. Each line contains more than two bolts. The length of the member is 30 feet. Use A242 steel.
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter7: Simple Connections
Section: Chapter Questions
Problem 7.11.10P
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Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W10) to resist a dead load of 175 kips and a live load of 175 kips. The connection will be through the flanges with two lines of 1 1/4–inch-diameter bolts in each flange, as shown. Each line contains more than two bolts. The length of the member is 30 feet. Use A242 steel.
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