7/24/2019 P-67

1/1

P-67

20.17 m2

2.8 m3

7.07 t

150 mm

1867 mm 2700 mm

15 MPa

2.5 t/m3

9.2 kN

60 deg 8.52 m

4.26 m

2

2

2

4.2 t

Overall

Lifters

Bracing

O

verall

Li

fters

Bracing

N12-400 CTS btm4.2 t

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

MID-AIR ROTATION

LIFT-OFFSPIN UP

OPTION 1 OPTION 2

SITE ERECTION - RIGGING DETAILS FACTORY TILT/LIFT - RIGGING DETAILS

Lift from side edge anchorsLift from side edge anchors