hickness Total Factored Load (1.2DL- Total Factored Moment Required Steel Ratio Minimum Steel Ratio

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Design a one way slab having a simple span of 1.5m. The slab is to carry a uniform live load of
2900 Pa. Assume fc' = 27.6 MPa and fy=276 MPa for main and temperature bars. The slab is
not exposed to earth or weather. Use Unit weight of concrete yc=23.5kN/m²
d.
Required Steel Ratio
e. Minimum Steel Ratio
4.5 m
Assume 12 mm diameter main bars and 10 mm diameter temperature bars.
Determine the following:
a. Thickness
b. Total Factored Load (1.2DL+ 1.6LL)
c. Total Factored Moment
f. Maximum Steel Ratio
g. Spacing of Main Bars
h. Spacing of Temperature Bars
1.5 m
Transcribed Image Text:Design a one way slab having a simple span of 1.5m. The slab is to carry a uniform live load of 2900 Pa. Assume fc' = 27.6 MPa and fy=276 MPa for main and temperature bars. The slab is not exposed to earth or weather. Use Unit weight of concrete yc=23.5kN/m² d. Required Steel Ratio e. Minimum Steel Ratio 4.5 m Assume 12 mm diameter main bars and 10 mm diameter temperature bars. Determine the following: a. Thickness b. Total Factored Load (1.2DL+ 1.6LL) c. Total Factored Moment f. Maximum Steel Ratio g. Spacing of Main Bars h. Spacing of Temperature Bars 1.5 m
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