A masonry terrace of 65mm thick concrete surface with 35mm thick cement tiles rest on 100mmx 200mmtimber spaced at 250mm on centers acting as simple beam with effective span of 3.8 meters. Weight of woodis7.5Kn/M^3 and masonry to be 18KN/m^3. Ew = 13.8GPa. Given: Allowable stresses for bending = 12 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.
A masonry terrace of 65mm thick concrete surface with 35mm thick cement tiles rest on 100mmx 200mmtimber spaced at 250mm on centers acting as simple beam with effective span of 3.8 meters. Weight of woodis7.5Kn/M^3 and masonry to be 18KN/m^3. Ew = 13.8GPa. Given: Allowable stresses for bending = 12 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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A masonry terrace of 65mm thick concrete surface with 35mm thick cement tiles rest on 100mmx 200mmtimber spaced at 250mm on centers acting as simple beam with effective span of 3.8 meters. Weight of woodis7.5Kn/M^3 and masonry to be 18KN/m^3. Ew = 13.8GPa. Given:
Allowable stresses for bending = 12 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.
Transcribed Image Text:tILES
65
200
FLOOR
01ST
100
200
250
100
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