A slab panel in a building is idealized as cantilever beam as shown below with their ustimate -actions represented. 120KN - 15KN/m²/ Ima mmmate ·1.5m Calculate the area of steel reinforcement required for the slab. Take b= 1000mm, dz 150mm fckz 25 man slyk = 460 MPa.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A slab panel in a building ú idealized as
cantilever beam as shown below with their ustimate.
actions represented.
- 15KN/m²·
mmte
ܣܩ
120KN
·1.5m.
Calculate the area of steel reinforcement required
for the slab. Take b = 1000mm, dz 150mm fekz 25 man slyk
= 460 MPa.
Transcribed Image Text:Questions A slab panel in a building ú idealized as cantilever beam as shown below with their ustimate. actions represented. - 15KN/m²· mmte ܣܩ 120KN ·1.5m. Calculate the area of steel reinforcement required for the slab. Take b = 1000mm, dz 150mm fekz 25 man slyk = 460 MPa.
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