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A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset plate with 1-inch-diameter, A307 bolts. The tension member is A572 grade 50 steel, and the gusset plate is A36. (a) Check all spacing and edge distance requirements. (b) Compute the design strength based on shear and bearing. 3" 3" 3"

A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset plate with 1-inch-diameter, A307 bolts. The tension member is A572 grade 50 steel, and the gusset plate is A36. (a) Check all spacing and edge distance requirements. (b) Compute the design strength based on shear and bearing. 3" 3" 3"

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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Tension member

A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset plate with 1-inch-diameter, A307 bolts. The tension member is A572 grade 50 steel, and the gusset plate is A36. (a) Check all spacing and edge distance requirements. (b) Compute the design strength based on shear and bearing. 2" 3" 3" 3" ↓ -t=³/8" Figure 1 C9×20
Transcribed Image Text:A C9×20 is to be used as a tension member (Figure 1). The channel is bolted to a ¾- inch gusset plate with 1-inch-diameter, A307 bolts. The tension member is A572 grade 50 steel, and the gusset plate is A36. (a) Check all spacing and edge distance requirements. (b) Compute the design strength based on shear and bearing. 2" 3" 3" 3" ↓ -t=³/8" Figure 1 C9×20
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