Design the Conc. slab as shown in the Plan. Let fis 4 tesi, fyzbe Live load = 0.3 Hip / Ht=" thickness of slab-15 -10 inch use ACI 318-19

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Hello, please solve the question about reinforced concrete from the sixth and seventh chapters of the third civil stage

15 ft
50 ft
152 +
154 + +
H
7= 0.3 Mp/142
Design the Conc.
5
slab as shown in the
Plan. Let fiy Hsi fyzby
Mi
Live load = 0.3 Hing 172
thickness of slab-15
-10 inch
use ACI 318-19
Transcribed Image Text:15 ft 50 ft 152 + 154 + + H 7= 0.3 Mp/142 Design the Conc. 5 slab as shown in the Plan. Let fiy Hsi fyzby Mi Live load = 0.3 Hing 172 thickness of slab-15 -10 inch use ACI 318-19
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