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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. 2" 3" 3" O O 3" 2" оо Ο Ο Ο -t= 5/8" las

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
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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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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