From the bolted connection shown in the figure, the steel plates which is 275 mm x 12 mm is connected by bolts having diameter of hole equal to 2 mm greater than the 25 mm & bolts. A 50 steel is used with Fy= 248 MPa, F₁ = 400 MPa 1. Compute the shear capacity of the joint if the connection is of bearing type using an A 490 bolts with threads excluded from shear with an allowable shearing stress F✓= 276 MPa. 62.5 75 75 62 5 275 mm

From the bolted connection shown in the figure, the steel plates which is 275 mm x 12 mm is connected by bolts having diameter of hole equal to 2 mm greater than the 25 mm & bolts. A 50 steel is used with Fy= 248 MPa, F₁ = 400 MPa 1. Compute the shear capacity of the joint if the connection is of bearing type using an A 490 bolts with threads excluded from shear with an allowable shearing stress F✓= 276 MPa. 62.5 75 75 62 5 275 mm

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 7.4.3P

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