feu = 40 MPa Cover = 35mm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the reinforcement for the following one-way slab: Slab thickness,n= 160 mm Design Mid-span Moment, M = 35 kNm Preferred bar sizes = main bar: 12mm; distribution bar: 10mm Q2a Calculate the steel area required (in mm2per m width). Q2b. Provide main bars and distribution bars.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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feu = 40 MPa Cover = 3smm
fy = 500 MPa
fy = 250 MPa
Preferred link size = 10mm
Question 2
Design the reinforcement for the following one-way slab:
Slab thickness,h=
%3D
160 mm
Design Mid-span Moment, M = 35 kNm
Preferred bar sizes = main bar: 12mm; distribution bar: 10mm
Q2a. Calculate the steel area required (in mm2per m width).
Q2b. Provide main bars and distribution bars.
Transcribed Image Text:feu = 40 MPa Cover = 3smm fy = 500 MPa fy = 250 MPa Preferred link size = 10mm Question 2 Design the reinforcement for the following one-way slab: Slab thickness,h= %3D 160 mm Design Mid-span Moment, M = 35 kNm Preferred bar sizes = main bar: 12mm; distribution bar: 10mm Q2a. Calculate the steel area required (in mm2per m width). Q2b. Provide main bars and distribution bars.
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