CEEN One-Way Slab
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Transcript of CEEN One-Way Slab
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Page 1
CEEN 3304 Concrete Design
One-way slabs
Francisco AguigaAssistant Professor
Civil and Architectural Engineering ProgramTexas A&M University Kingsville
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Slab types
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Slab types
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Slab types
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One-way slab behavior
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Two-way slab deformation
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Two-way slab deformation
If ll/ls = 2 ws = 16 wl
EI
lw lll 384
5 4=
EI
lw ssS 384
54
=
4
=
s
l
l
s
l
l
w
w
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Slab reinforcement
Main reinforcement
Used to resist moment
Shrinkage and temperaturereinforcement
Used to prevent cracking due tocontraction of the concrete resulting from
shrinkage and temperature changes
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Slab reinforcement
Minimum reinforcement Shrinkage and temperature
For fy = 40 to 50 ksi As(S&T) = 0.002bh
For fy = 60 ksi As(S&T) = 0.0018bh
For fy > 60 ksi As(S&T) = (0.0018x60xbh)/fy >=0.0014bh
b = 12 in. (1 foot wide strip)
h = Slab thickness (in.)
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Minimum cover
ACI 7.7.71 (if not exposed to weather orin contact with soil) in. for # 11 and smaller
1.5 in. for # 14 and # 18 bars
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Maximum spacing
Main reinforcement ACI 10.5.4
S < smaller of (3 h or 18 in.)
ACI 10.6.4
Using min cover of in. and fs =2/3fy=2/3(60000) = 40,000 psi
S = 12 in.
Shrinkage and Temp. reinforcement ACI 7.12.2.2
Smax (S&T) = min(5h or 18 in.)
=
s
c
s fc
fs
40000125.2
4000015
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Example
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Example
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Example
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Example
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Design example
Determinethereinforcement atmidspan andat thesupports
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Design example
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Design example
#6
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Design example
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Design example
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Design example
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Design example
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Design example
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Design example