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Situation 12- Wooden planks 300 mm wide by 100 mm thick are used to retain soil soil exerts a pressure that varies linearly from 0 kPa at the top to 14.5 kPa at the with height of 3 m. The planks used can be assumed fixed at the base. The active fixed base of the wall. Consider 1 meter length of wall and use modulus of elasticity of wood as 8.5 x 10³ MPa. Lot the top.com llic pror 5 D. 32.6 42. Compute the maximum bending (MPa) stress in the cantilevered wood planks. A. 15.7 C. 16.5 D. 13.0 B. 14.2

Situation 12- Wooden planks 300 mm wide by 100 mm thick are used to retain soil soil exerts a pressure that varies linearly from 0 kPa at the top to 14.5 kPa at the with height of 3 m. The planks used can be assumed fixed at the base. The active fixed base of the wall. Consider 1 meter length of wall and use modulus of elasticity of wood as 8.5 x 10³ MPa. Lot the top.com llic pror 5 D. 32.6 42. Compute the maximum bending (MPa) stress in the cantilevered wood planks. A. 15.7 C. 16.5 D. 13.0 B. 14.2

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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Situation 12 - Wooden planks 300 mm wide by 100 mm thick are used to retain soil soil exerts a pressure that varies linearly from 0 kPa at the top to 14.5 kPa at the with height of 3 m. The planks used can be assumed fixed at the base. The active fixed base of the wall. Consider 1 meter length of wall and use modulus of elasticity of wood as 8.5 x 10³ MPa. at the top.com llic pror 5 D. 32.6 42. Compute the maximum bending (MPa) stress in the cantilevered wood planks. A. 15.7 C. 16.5 D. 13.0 B. 14.2
Transcribed Image Text:Situation 12 - Wooden planks 300 mm wide by 100 mm thick are used to retain soil soil exerts a pressure that varies linearly from 0 kPa at the top to 14.5 kPa at the with height of 3 m. The planks used can be assumed fixed at the base. The active fixed base of the wall. Consider 1 meter length of wall and use modulus of elasticity of wood as 8.5 x 10³ MPa. at the top.com llic pror 5 D. 32.6 42. Compute the maximum bending (MPa) stress in the cantilevered wood planks. A. 15.7 C. 16.5 D. 13.0 B. 14.2
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