Q 1-: The slip-critical connection shown below consists of four grade A490 3/4-in- diameter bolts, in standard holes, with threads excluded from the shear planes. The angles and gusset plate have Class A faying surfaces and are fabricated from steel with a tensile strength of Fu=65 ksi. Assuming that the angles and gusset plate are satisfactory, determine the shear force that may be applied to the bolts in the connection. 1/2" plate -P 131 A 4x4 x 1/2" angles 3@3" 2" 2"

Q 1-: The slip-critical connection shown below consists of four grade A490 3/4-in- diameter bolts, in standard holes, with threads excluded from the shear planes. The angles and gusset plate have Class A faying surfaces and are fabricated from steel with a tensile strength of Fu=65 ksi. Assuming that the angles and gusset plate are satisfactory, determine the shear force that may be applied to the bolts in the connection. 1/2" plate -P 131 A 4x4 x 1/2" angles 3@3" 2" 2"

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.11.5P

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Part a
B2 USING NEW NSCP CODES, PLEASE ANSWER
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