Using the coefficient method, design a case 3 slab (thickness and reinforcements) with clear dimensions of 4m x 3m. The slab carries a floor live load of 6.69 kPa and a superimposed deadload of 2.5kPa. Use fc' = 21MPa, fy = 276MPa
Using the coefficient method, design a case 3 slab (thickness and reinforcements) with clear dimensions of 4m x 3m. The slab carries a floor live load of 6.69 kPa and a superimposed deadload of 2.5kPa. Use fc' = 21MPa, fy = 276MPa
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Using the coefficient method, design a case 3 slab (thickness and reinforcements) with
clear dimensions of 4m x 3m. The slab carries a floor live load of 6.69 kPa and a
superimposed deadload of 2.5kPa. Use fc' = 21MPa, fy = 276MPa. (Use of excel is okay,
just provide sample calculations and complete table of results, same with that in the
lecture notes)
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