CEEN One-Way Slab

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    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