2. A masonry terrace of 85mm thick concrete surface with 35mm thick cement tiles rest on 200mm x 250mmtimber spaced at 350mm on centers acting as simple beam with effective span of 3.8 meters. Weight of wood is9.5Kn/M^3 and masonry to be 20KN/m^3. Ew = 13.8GPA.%3DCEMENTTILESGiven:65%3DAllowable stresses for bending = 14 MPaSeil250For shear parallel to the grain = 0.9 MPaFLOOR20001STDeflection = 1/360 of span%3D250350200a. 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.

Answered: Image /qna-images/answer/d8eb88b5-6668-4992-b4c1-ac00c9948915.jpg

2. A masonry terrace of 85mm thick concrete surface with 35mm thick cement tiles rest on 200mm x 250mm timber spaced at 350mm on centers acting as simple beam with effective span of 3.8 meters. Weight of wood is 9.5Kn/M^3 and masonry to be 20KN/m^3. Ew = 13.8GPA.

2. A masonry terrace of 85mm thick concrete surface with 35mm thick cement tiles rest on 200mm x 250mm timber spaced at 350mm on centers acting as simple beam with effective span of 3.8 meters. Weight of wood is 9.5Kn/M^3 and masonry to be 20KN/m^3. Ew = 13.8GPA.

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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