Plank dimension = 300 mm x 75 mm thick Plank allowable stresses: Bending = 10.4 MPa Shear = 0.8 MPa Unit weight of soil = 17.3 kN/m3 Active earth pressure coefficient, k,= 1/3 43. Which of the following gives the maximum flexural stress? а. 10.8 МРа b. 12.8 MPа 44. Find the maximum shear stress. а. 60 mm b. 70 mm 45. What should be the thickness (mm) of the planks to prevent failure? a. 0.17 MPa b. 0.29 MPа с. 14.2 МPа d. 16.7 MPa c. 80 mm d. 90 mm с. 0.33 МРа d. 0.41 MPa

Plank dimension = 300 mm x 75 mm thick Plank allowable stresses: Bending = 10.4 MPa Shear = 0.8 MPa Unit weight of soil = 17.3 kN/m3 Active earth pressure coefficient, k,= 1/3 43. Which of the following gives the maximum flexural stress? а. 10.8 МРа b. 12.8 MPа 44. Find the maximum shear stress. а. 60 mm b. 70 mm 45. What should be the thickness (mm) of the planks to prevent failure? a. 0.17 MPa b. 0.29 MPа с. 14.2 МPа d. 16.7 MPa c. 80 mm d. 90 mm с. 0.33 МРа d. 0.41 MPa

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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