ameter The slip-critical connection shown below consists of four grade A490 3/4-in-c 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. Determine the shear force that may be applied to the bolts in the connection. Also, check if the angles and gusset plate are satisfactory in tension.

ameter The slip-critical connection shown below consists of four grade A490 3/4-in-c 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. Determine the shear force that may be applied to the bolts in the connection. Also, check if the angles and gusset plate are satisfactory in tension.

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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Question

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. Determine the shear force that may be applied to the bolts in the connection. Also, check
if the angles and gusset plate are satisfactory in tension.
1/2" plate
P-S
4 x 4 x 1/2" angles
2"
2"
P
HA
1
Ţ
13/4"

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