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9.4 An L 8 x 4 x ½ has staggered holes for %-in. diameter bolts, as shown in Figure P9.4. Determine the net area (A, = 5.80 in.², centroid = 0.854 in.) and Tensile Strength. Equation 9.5 U=1-- L Given: A913 Steel [Fy=70ksi, Fu=90ksi] 2 in. 2 in. 3 in. 3 in. 3 in. 2in. FIGURE P9.4 Staggered long leg angle connection. о

9.4 An L 8 x 4 x ½ has staggered holes for %-in. diameter bolts, as shown in Figure P9.4. Determine the net area (A, = 5.80 in.², centroid = 0.854 in.) and Tensile Strength. Equation 9.5 U=1-- L Given: A913 Steel [Fy=70ksi, Fu=90ksi] 2 in. 2 in. 3 in. 3 in. 3 in. 2in. FIGURE P9.4 Staggered long leg angle connection. о

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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9.4 An L 8 x 4 x ½ has staggered holes for %-in. diameter bolts, as shown in Figure P9.4. Determine the net area (A, = 5.80 in.², centroid = 0.854 in.) and Tensile Strength. Equation 9.5 U=1-- L Given: A913 Steel [Fy=70ksi, Fu=90ksi] 2 in. 2 in. 3 in. 3 in. 3 in. 2in. FIGURE P9.4 Staggered long leg angle connection. о
Transcribed Image Text:9.4 An L 8 x 4 x ½ has staggered holes for %-in. diameter bolts, as shown in Figure P9.4. Determine the net area (A, = 5.80 in.², centroid = 0.854 in.) and Tensile Strength. Equation 9.5 U=1-- L Given: A913 Steel [Fy=70ksi, Fu=90ksi] 2 in. 2 in. 3 in. 3 in. 3 in. 2in. FIGURE P9.4 Staggered long leg angle connection. о
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