Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Design a 5" thick simply supported reinforced concrete one-way slab as shown in Figure 1. Make the design using a 12”-strip. Work the problem on paper, showing all steps on how the problem was solved. Can you also make sure to have all the numbers with their correct units.

5 in.
2
wò=15 ¹² + slab weight
ft
2
WL= 30¹b/ft
normal weight concrete
density = 150 pcf
span length=8 ft →
Normal Weight Concrete
f'c = 4000 psi
Gr. 60 steel
////
Figure 1
No. 3 bars (temperature and shrinkage)
Maximum center-to-center spacing = ?
No. 3 bars (flexural steel)
Maximum center-to-center spacing = ?
span length =8 ft
d = 4 in.
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Transcribed Image Text:5 in. 2 wò=15 ¹² + slab weight ft 2 WL= 30¹b/ft normal weight concrete density = 150 pcf span length=8 ft → Normal Weight Concrete f'c = 4000 psi Gr. 60 steel //// Figure 1 No. 3 bars (temperature and shrinkage) Maximum center-to-center spacing = ? No. 3 bars (flexural steel) Maximum center-to-center spacing = ? span length =8 ft d = 4 in.
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