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
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter3: Tension Members
Section: Chapter Questions
Problem 3.2.6P
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Step 1: Given Data
VIEWStep 2: Nominal shear capacity of single bolt
VIEWStep 3: Strength of single bolt for hole nearest to edge
VIEWStep 4: Strength of connection in shear
VIEWStep 5: Net area (An)
VIEWStep 6: Strength in rupture of net section
VIEWStep 7: LRFD method
VIEWStep 8: ASD method
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