A double-angle shape, 2L8×8×%, is connected to a %-inch gusset plate as shown in Figure 3. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 0.5. The bolts are 1-inch-diameter, Group B bearing type bolts. A572 Grade 50 steel is used for the angle, and A36 steel is used for the gusset plate. Threads are not excluded from the shear plane. Assume that block shear failure is not going to happen. 2" 3" 3" O O 3" 2" оо Ο Ο Ο -t= 5/8" las

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A double-angle shape, 2L8×8×%, is connected to a %-inch gusset plate as shown in
Figure 3. Determine the maximum total service load that can be applied if the ratio of dead load
to live load is 0.5. The bolts are 1-inch-diameter, Group B bearing type bolts. A572 Grade 50
steel is used for the angle, and A36 steel is used for the gusset plate. Threads are not excluded
from the shear plane. Assume that block shear failure is not going to happen.
T
2" 3"
3"
3"
00
-OO
00
-oo
- t = 5/8"
Figure 3
Transcribed Image Text:A double-angle shape, 2L8×8×%, is connected to a %-inch gusset plate as shown in Figure 3. Determine the maximum total service load that can be applied if the ratio of dead load to live load is 0.5. The bolts are 1-inch-diameter, Group B bearing type bolts. A572 Grade 50 steel is used for the angle, and A36 steel is used for the gusset plate. Threads are not excluded from the shear plane. Assume that block shear failure is not going to happen. T 2" 3" 3" 3" 00 -OO 00 -oo - t = 5/8" Figure 3
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