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  • 7/24/2019 P-59

    1/1

    P-59

    28.89 m2

    4.2 m3

    10.61 t

    150 mm

    1574 mm 4525 mm

    15 MPa

    2.5 t/m3

    13.5 kN

    60 deg 6.93 m

    3.46 m

    2

    4

    2

    6.4 t

    Overall

    Lifters

    Bracing

    Lifters

    Overall

    Bracing

    N12-400 CTS btm

    3.2 t

    for length ofrecess

    Job Number

    Drawing Title

    LIFTING & BRACING DESIGN

    18392 -RevPanel Number

    Panel Thickness (mm) Panel Area (m 2)

    P an el Weigh t (t on nes) Cover (mm )

    Conc. Strength @ Stripping Conc. Strength @ Site Lift

    Concrete Density (t/m^3)

    No. Lifter Type

    Edge Lifters No.

    Brace Point No. Brace Type

    Brace Angle Base (Degrees) Brace length (m)

    Brace Horiz. Distance (m)

    Brace Base Anchor Type Brace Wall Anchor Type

    Centroid X (mm) Centroid Y (mm)

    DesignedJAN '16 SW

    Client

    Project

    TUART RIDGE SHOPPING CENTRE

    Date

    Concrete Volume (m^3)

    Load (t)

    Load (kN)

    Load (t)

    POWERS PBI20-20/115 M20x96 Ferrule/M20 HT bolt

    Lifter Type

    35mm

    25 MPa

    Conlift

    Panel viewed to match shop details

    Panel reinforcement & strongbacks

    included in shop drawings are

    sufficient for lifting/bracing u.n.o.

    Reinforcement cover details:

    top = top face to specified cover

    btm = bottom face to specified cover

    U/S = Underside of fabric

    T/S = Top side of fabric

    Edge Lifters

    Top

    Side

    XL PRECAST

    BALDIVIS WA

    Recess not shown

    FACTORY TILT/LIFT - RIGGING DETAILS

    OPTION 1 OPTION 2

    MID-AIR ROTATION

    LIFT-OFF

    SPIN UP

    SITE ERECTION

    Panel P-61 similar

    SIMILAR PANELS

    Panel P-60 similar


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