Design 12 feet Simply Supported Slab to carry a uniform Dead load (excluding Self weight) of 2.0 Ksf and a Uniform live load of 2.5 Ksf. Concrete Compressive Strength (fc') (4000 + 108) Psi and Steel Yield strength (fy) = (60,000 + 108) Psi. %3D %3D 12 inches Slab 9" 11.25' 9" 12'

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Q#1:
Design 12 feet Simply Supported Slab to carry a uniform Dead load (excluding
Self weight) of 2.0 Ksf and a Uniform live load of 2.5 Ksf. Concrete Compressive Strength (fc')
(4000 + 108) Psi and Steel Yield strength (fy) = (60,000 + 108) Psi.
12 inches
Slab
+ 9"
11.25'
9" -
12'
Transcribed Image Text:Q#1: Design 12 feet Simply Supported Slab to carry a uniform Dead load (excluding Self weight) of 2.0 Ksf and a Uniform live load of 2.5 Ksf. Concrete Compressive Strength (fc') (4000 + 108) Psi and Steel Yield strength (fy) = (60,000 + 108) Psi. 12 inches Slab + 9" 11.25' 9" - 12'
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