Two wooden members of uniform rectangular cross section of sides a = 100 mm and b = 60 mm are joined by a simple glued joint as shown. Knowing that the ultimate stresses for the joint are 50 MPa in tension and 40 MPa in shear and that P= 80 KN, P determine the factor of safety for the joint when a = 30°. а. 3.75 с. 2.63 b. 3.0 d 2.1 determine the factor of safety for the joint when a = 45°. а. 3.75 с. 2.63 b. 3.0 determine the factor of safety for the joint when a = 55°. 3.75 b. 3.0 d 2.1 с. 2.63 d 2.1 а.

Two wooden members of uniform rectangular cross section of sides a = 100 mm and b = 60 mm are joined by a simple glued joint as shown. Knowing that the ultimate stresses for the joint are 50 MPa in tension and 40 MPa in shear and that P= 80 KN, P determine the factor of safety for the joint when a = 30°. а. 3.75 с. 2.63 b. 3.0 d 2.1 determine the factor of safety for the joint when a = 45°. а. 3.75 с. 2.63 b. 3.0 determine the factor of safety for the joint when a = 55°. 3.75 b. 3.0 d 2.1 с. 2.63 d 2.1 а.

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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