PROBLEM 8. 1. The critical plate for tension. 2. The maximum load carried by the connection considering tension failure of the plate. 3. The maximum load carried by the connection considering shear failure on the rivet. 4. The maximum load carried by the connection considering bearing failure on the rivet. 5. The safe tensile capacity. 6. The efficiency of the joint. Two plates 14mmx150mm and 10mmx200mm are lapped together using 25mmø rivets as shown. The allowable stresses are: Tension = 100 MPa, Shear = 70 MPa, Bearing = 120 Mpa. Determine the following: 10 x 200 14 x 150 CBA

PROBLEM 8. 1. The critical plate for tension. 2. The maximum load carried by the connection considering tension failure of the plate. 3. The maximum load carried by the connection considering shear failure on the rivet. 4. The maximum load carried by the connection considering bearing failure on the rivet. 5. The safe tensile capacity. 6. The efficiency of the joint. Two plates 14mmx150mm and 10mmx200mm are lapped together using 25mmø rivets as shown. The allowable stresses are: Tension = 100 MPa, Shear = 70 MPa, Bearing = 120 Mpa. Determine the following: 10 x 200 14 x 150 CBA

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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