ANALYSIS AND DESIGN OF ONE-WAY SLABS: A slab that is 1.8 meters x 4 meters carries a superimposed dead load of 3.5 kPa and a live load of 5 kPa. Design Criteria: f'c = 28 MPa fy = 350 MPa tab= 125mm unit weight of concrete = 23.54 kN/m³ Design the slab's reinforcement (main and temperature bars). 4 meters 1 m strip 1.8 meters
ANALYSIS AND DESIGN OF ONE-WAY SLABS: A slab that is 1.8 meters x 4 meters carries a superimposed dead load of 3.5 kPa and a live load of 5 kPa. Design Criteria: f'c = 28 MPa fy = 350 MPa tab= 125mm unit weight of concrete = 23.54 kN/m³ Design the slab's reinforcement (main and temperature bars). 4 meters 1 m strip 1.8 meters
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![ANALYSIS AND DESIGN OF ONE-WAY SLABS: A slab that is 1.8 meters x 4 meters
carries a superimposed dead load of 3.5 kPa and a live load of 5 kPa.
Design Criteria:
f'c = 28 MPa
fy = 350 MPa
tslab = 125mm
unit weight of concrete = 23.54 kN/m³
Design the slab's reinforcement (main and temperature bars).
4 meters
1 m strip
1.8 meters](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbed3609a-1cb5-4047-aa8d-0809501f1fa5%2Fbedfc7f1-50c2-4ad0-ae4e-91ace0b793d9%2Fpphp5lj_processed.png&w=3840&q=75)
Transcribed Image Text:ANALYSIS AND DESIGN OF ONE-WAY SLABS: A slab that is 1.8 meters x 4 meters
carries a superimposed dead load of 3.5 kPa and a live load of 5 kPa.
Design Criteria:
f'c = 28 MPa
fy = 350 MPa
tslab = 125mm
unit weight of concrete = 23.54 kN/m³
Design the slab's reinforcement (main and temperature bars).
4 meters
1 m strip
1.8 meters
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