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
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84) 2.48

85) 2.95

86) 56.3°

SITUATION 28.
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.
а. 51.6°
b. 54.2°
C. 58.4°
d. 56.3°
Transcribed Image Text:SITUATION 28. 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. а. 51.6° b. 54.2° C. 58.4° d. 56.3°
Glue Joint
Figure AS-ST54
P.
Transcribed Image Text:Glue Joint Figure AS-ST54 P.
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