Two 50 mm x 50 mm wooden members are glued together as shown in Figure AS-ST54. The resulting member is subjected to an axial force P of 15 kN. 84. Calculate the tensile stress in (MPa) in the glued section if 0 = 50°. c. 2.96 d. 2.65 а. 2.24 b. 2.48 85.Determine the shear stress (MPa) in the glued section if 0 = 50°. с. 3.21 d. 2.68 а. 2.47 b. 2.95 86. Determine the best angle 0 (degrees) if shear strength of the glue is 50% higher than the tensile strength. a. 51.6° b. 54.2° C. 58.4° d. 56.3°

Two 50 mm x 50 mm wooden members are glued together as shown in Figure AS-ST54. The resulting member is subjected to an axial force P of 15 kN. 84. Calculate the tensile stress in (MPa) in the glued section if 0 = 50°. c. 2.96 d. 2.65 а. 2.24 b. 2.48 85.Determine the shear stress (MPa) in the glued section if 0 = 50°. с. 3.21 d. 2.68 а. 2.47 b. 2.95 86. Determine the best angle 0 (degrees) if shear strength of the glue is 50% higher than the tensile strength. a. 51.6° b. 54.2° C. 58.4° d. 56.3°

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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