Design economically a 3.70 m x 5.50 m two way slab S-1 as shown using the following data (Based on Philippines Standards) fc’ = 35 MPa fy = 345 MPa Floor finish is slate 55 mm thick Ceiling load is gypsum board 28 mm thick Miscellaneous Loading = 1 kPa The slab will serve as a restaurant (canteen) Use Method 3 and load combination w = 1.2D + 1.6L. Slab S-1 is surrounded by 2.8 m. high CHB wall unplastered with 150mm thick, density of 19.6 kN/m3 and grout spacing of 600 mm with the height of 2.80 m. The wall is supported by beams. For values of coefficient, use interpolation.
Design economically a 3.70 m x 5.50 m two way slab S-1 as shown using the following data (Based on Philippines Standards) fc’ = 35 MPa fy = 345 MPa Floor finish is slate 55 mm thick Ceiling load is gypsum board 28 mm thick Miscellaneous Loading = 1 kPa The slab will serve as a restaurant (canteen) Use Method 3 and load combination w = 1.2D + 1.6L. Slab S-1 is surrounded by 2.8 m. high CHB wall unplastered with 150mm thick, density of 19.6 kN/m3 and grout spacing of 600 mm with the height of 2.80 m. The wall is supported by beams. For values of coefficient, use interpolation.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Design economically a 3.70 m x 5.50 m two way slab S-1 as shown using the following data (Based on Philippines Standards)
fc’ = 35 MPa
fy = 345 MPa
Floor finish is slate 55 mm thick
Ceiling load is gypsum board 28 mm thick
Miscellaneous Loading = 1 kPa
The slab will serve as a restaurant (canteen)
Use Method 3 and load combination w = 1.2D + 1.6L.
Slab S-1 is surrounded by 2.8 m. high CHB wall unplastered with 150mm thick, density of 19.6
kN/m3 and grout spacing of 600 mm with the height of 2.80 m. The wall is supported by beams.
For values of coefficient, use interpolation.
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