connected to a 5⁄8-inch gusset plate as shown in Figure P7.6-1. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 8.5. The bolts are 7⁄8-inch-diameter, Group A bearing-type bolts. A572

Structural Analysis
6th Edition
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A double-angle shape, 2L6 × 6 × 5⁄8, is connected to a 5⁄8-inch gusset plate as shown in
Figure P7.6-1. Determine the maximum total service load that can be applied if the ratio
of dead load to live load is 8.5. The bolts are 7⁄8-inch-diameter, Group A bearing-type
bolts. A572 Grade 50 steel is used for the angle, and A36 steel is used for the gusset plate.
a. Use LRFD.
b. Use ASD.

2" 3" 3" 3"
ܘ ܘ ܘ
ܘ ܘ ܘ
2"
0
0
t=g
FIGURE P7.6-1
ܩܐ
Transcribed Image Text:2" 3" 3" 3" ܘ ܘ ܘ ܘ ܘ ܘ 2" 0 0 t=g FIGURE P7.6-1 ܩܐ
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