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ompute the design strength Pu of the connection based on bolt shear. Hint: the bolt is

ompute the design strength Pu of the connection based on bolt shear. Hint: the bolt is

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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Problem 1: A butt joint shown in Figure ST – 127 using A325 bolts with a diameter of 16 mm with threads excluded in a shear plane. The plate used is A36 steel with Fy = 400 MPa. Use LRFD. Hole diameter is 3 mm larger than the bolt diameter. 1. Compute the design strength Pu of the connection based on bearing of the plate. Hint: The inner plate will govern. No need of checking the outer plate. 2. Compute the design strength Pu of the connection based on bolt shear. Hint: the bolt is in double shear. As is times 2 for every bolt. |32 84 84 12.5 mm T/2 T/2 22 mm 12.5 mm T/2- T/2 + T 180 mm Figure ST - 127
Transcribed Image Text:Problem 1: A butt joint shown in Figure ST – 127 using A325 bolts with a diameter of 16 mm with threads excluded in a shear plane. The plate used is A36 steel with Fy = 400 MPa. Use LRFD. Hole diameter is 3 mm larger than the bolt diameter. 1. Compute the design strength Pu of the connection based on bearing of the plate. Hint: The inner plate will govern. No need of checking the outer plate. 2. Compute the design strength Pu of the connection based on bolt shear. Hint: the bolt is in double shear. As is times 2 for every bolt. |32 84 84 12.5 mm T/2 T/2 22 mm 12.5 mm T/2- T/2 + T 180 mm Figure ST - 127
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