ANALYSIS AND DESIGN OF ONE-WAY SLABS: A slab that is 1.8 meters x 4 meterscarries a superimposed dead load of 3.5 kPa and a live load of 5 kPa.Design Criteria:f'c = 28 MPafy = 350 MPatslab = 125mmunit weight of concrete = 23.54 kN/m³Design the slab's reinforcement (main and temperature bars).4 meters1 m strip1.8 meters

Answer We are given Short span L = 1.8 m Dead load Dl = 3.5 kpa Live Load LL = 5 Kpa f'c = 28 Mpa…

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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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