Question (1)Design the Two-way slabs shown in the drawing. Beams are shown in blue (200mm x 500 mm) and columns are shown in Black. Design for a Live load of 3 kN/m²and a SDL of 1.5 kN/m². Use fy = 420 MPa and f' = 28 MPa. Unit weight ofconcrete is to be taken 24 kN/m².8.0 m8.0 m4.0 m10.0 m(TYP)

Given Data:Live Load (LL): 3 kN/m²Superimposed Dead Load (SDL): 1.5 kN/m²Self-weight of slab: To be…

Answered: Question (1) Design the Two-way slabs…

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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A rectangular concrete beam of cross section 100mm wide and 400mm deep is prestressed by a straight cable of span 6m, imposed load is 3.14kn/m, area is 36×10³mm²(Z=18×105mm³). Calculate working moment assuming the self weight of concrete as 24kn/m³?
REINFORCED CONCRETE DESIGN
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