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
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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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