Panel reinforcement & strongbacks
included in shop drawings are
sufficient for lifting/bracing u.n.o.
Recess not shown
Overall
Lifters
Panel viewed to match shop details
Panel Thickness (mm)
Lifters
Bracing
Bracing
Overall
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
150 mm
Panel Area (m^2)
14.52 m2
Panel Weight (tonnes)
Cover (mm)
35mm
5.12 t
Conc. Strength @ Stripping Conc. Strength @ Site Lift
25 MPa
15 MPa
Concrete Density (t/m^3)
Concrete Volume (m^3)
2.5 t/m3
Edge Lifters
No.
Load (t)
Lifter Type
Load (t)
Brace Type
Load (kN)
3.1 t
Side
Brace Point
Lifter Type
Top
Edge Lifters
2 m3
No.
No.
3.1 t
6.6 kN
2
Brace Angle Base (Degrees)
60 deg
Brace length (m)
8.52 m
Brace Horiz. Distance (m)
4.26 m
FACTORY TILT/LIFT - RIGGING DETAILS
SITE ERECTION - RIGGING DETAILS
Brace Base Anchor Type
Brace Wall Anchor Type
POWERS PBI20-20/115
Conlift
M20x96 Ferrule/M20 HT bolt
Centroid X (mm)
Centroid Y (mm)
1344 mm
OPTION 1
OPTION 2
Lift from side edge anchors
Lift from side edge anchors
2697 mm
Project
TUART RIDGE SHOPPING CENTRE
BALDIVIS WA
LIFT-OFF
SPIN UP
Client
XL PRECAST
Drawing Title
LIFTING & BRACING DESIGN
MID-AIR ROTATION
Date
Job Number
18392 -
JAN '16
Designed
SW
Panel Number
Rev
P-65