A butt joint is bolted using A325 bolts with a diameter of 22mm, with threads excluded from shear plane. Allowable shear stress FT = 207 MPa. Use A36 steel with yield strength Fy = 248 MPa and a minimum tensile strength Fu= 400 MPa. Assume diameter of bolt hole to be 25 mm. 1) Compute the block shear capacity of the butt joint. 2) Compute the shearing capacity of the butt joint. (in kN) 3) Compute the bearing capacity of the butt joint. (in kN) 22mm A325 bolt 12.5mm x 300 T/2 22mm x 300 mm 150 l00 L100 T/2 T/2 50 l001 lo0 100 8. ee

A butt joint is bolted using A325 bolts with a diameter of 22mm, with threads excluded from shear plane. Allowable shear stress FT = 207 MPa. Use A36 steel with yield strength Fy = 248 MPa and a minimum tensile strength Fu= 400 MPa. Assume diameter of bolt hole to be 25 mm. 1) Compute the block shear capacity of the butt joint. 2) Compute the shearing capacity of the butt joint. (in kN) 3) Compute the bearing capacity of the butt joint. (in kN) 22mm A325 bolt 12.5mm x 300 T/2 22mm x 300 mm 150 l00 L100 T/2 T/2 50 l001 lo0 100 8. ee

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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