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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

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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Subject: Steel design- Bolted Steel Connection

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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, Fu= 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. 2. Computing the bearing capacity of the joint 3. Compute the horizontal spacing (pitch) of rivets which will cause the strength of the plates to be equal to the strength of rivets. Assume A = An e 62.5 75 75 62.5 T SS SS SS 275 mm 1
Transcribed Image Text: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, Fu= 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. 2. Computing the bearing capacity of the joint 3. Compute the horizontal spacing (pitch) of rivets which will cause the strength of the plates to be equal to the strength of rivets. Assume A = An e 62.5 75 75 62.5 T SS SS SS 275 mm 1
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