Glass Laminate Thicness - No Reduc for Cantilever Glass

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  • 8/9/2019 Glass Laminate Thicness - No Reduc for Cantilever Glass

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    EFFECTIVE GLASS THICKNESS AS PER ASTM E1300-09a APPENDIX X11

    I. GLASS PARAMETERS

    Interlayer thickness, hv 1.52 mm

    Type of glass interlayer Sentry glass

    Load duration 3 second

    Temperature 50 °C

    Interlayer shear modulus, G 26.4 N/mm2

    Glass ply 1 thickness, h1 15 mm

    Glass ply 2 thickness, h2 15 mm

    Glass Young’s modulus, E 70000 N/mm2

    Length scale (shortest bending direction), a 1950 mm

    II. CHECK FOR SHEAR TRANSFER COEFFICIENT

    hs = 0.5(h1 + h2) + hv 16.52 mm (ASTM E1300-09a eq. X11.5)

    (ASTM E1300-09a eq. X11.3)

    (ASTM E1300-09a eq. X11.4)

    Is = h1hs;22 + h2hs;1

    22046.83 (ASTM E1300-09a eq. X11.2)

    Shear transfer coefficient, Γ0.93 (ASTM E1300-09a eq. X11.1)

    III. CHECK FOR EFFECTIVE THICNESS OF GLASS

    Effective thickness for deflection

    Laminate effective thickness, hef; w

    hef; w = 30.92 mm (ASTM E1300-09a eq. X11.6)

    Effective thickness for bending

    Laminate effective thickness, h1;ef; σ

    31.21 mm (ASTM E1300-09a eq. X11.7)

    31.21 mm (ASTM E1300-09a eq. X11.8)

    IV. CHECK FOR DEFLECTION AND STRESS OF GLASS

    Wind load pressure, WL 3.2 KPa

    Max. deflection, 33.53 mm

    Maximum stress, 37.46 N/mm2

    h1;ef; σ =

    h2;ef; σ =

    hs;1 =

    hs;2 =

    8.26

    8.26

    Γ =

    AS PER RECOMMENDATION FOR

    DESIGN PURPOSE WIND LOAD CASE

    (ASTM E1300-09a sec. X11.5)