STEEL DESIGN W/ ACCESS
STEEL DESIGN W/ ACCESS
6th Edition
ISBN: 9781337761499
Author: Segui
Publisher: CENGAGE L
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Chapter 3, Problem 3.6.6P

Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W 10) 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 in Figure P3.6-6. Each line contains more than two bolts. The length of the member is 30 feet. Use A588 steal.

Chapter 3, Problem 3.6.6P, Use load and resistance factor design and select a W shape with a nominal depth of 10 inches (a W

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