2. A masonry terrace of 75mm thick concrete surface with 35mm thick cement tiles rest on 150mm x 200mm timber spaced at 300mm on centers acting as simple beam with effective span of 3.8 meters. Weight of wood is 8.5Kn/M^3 and masonry to be 19KN/m^3. Ew = 13.8GPa. Given: TILES Allowable stresses for bending = 13 MPa For shear parallel to the grain = 0.9 MPa Deflection = 1/360 of span a. Determine the uniform load it could support with respect to bending. b. Determine the uniform load it could support with respect to shear. c. Determine the uniform load it could support with respect to deflection.

2. A masonry terrace of 75mm thick concrete surface with 35mm thick cement tiles rest on 150mm x 200mm timber spaced at 300mm on centers acting as simple beam with effective span of 3.8 meters. Weight of wood is 8.5Kn/M^3 and masonry to be 19KN/m^3. Ew = 13.8GPa. Given: TILES Allowable stresses for bending = 13 MPa For shear parallel to the grain = 0.9 MPa Deflection = 1/360 of span a. Determine the uniform load it could support with respect to bending. b. Determine the uniform load it could support with respect to shear. c. Determine the uniform load it could support with respect to deflection.

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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