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
Panel reinforcement & strongbacks
included in shop drawings are
sufficient for lifting/bracing u.n.o.
Recess not shown
Panel viewed to match shop details
SITE ERECTION
SIMILAR PANELS
Panel P-60 similar
Panel P-61 similar
Panel Thickness (mm)
Overall
150 mm
28.89 m2
Panel Weight (tonnes)
Conc. Strength @ Stripping Conc. Strength @ Site Lift
25 MPa
15 MPa
Concrete Density (t/m^3)
2.5 t/m3
Bracing
Lifters
Bracing
Overall
Cover (mm)
35mm
10.61 t
Lifters
Panel Area (m^2)
Edge Lifters
Edge Lifters
SPIN UP
Lifter Type
Load (t)
Lifter Type
Load (t)
Brace Type
Load (kN)
2
No.
6.4 t
Side
Brace Point
4.2 m3
No.
Top
LIFT-OFF
Concrete Volume (m^3)
No.
N12-400 CTS btm
for length of
recess
3.2 t
13.5 kN
MID-AIR ROTATION
Brace Angle Base (Degrees)
60 deg
Brace length (m)
6.93 m
Brace Horiz. Distance (m)
3.46 m
FACTORY TILT/LIFT - RIGGING DETAILS
OPTION 1
OPTION 2
Brace Base Anchor Type
Brace Wall Anchor Type
POWERS PBI20-20/115
Conlift
M20x96 Ferrule/M20 HT bolt
Centroid X (mm)
Centroid Y (mm)
1574 mm
4525 mm
Project
TUART RIDGE SHOPPING CENTRE
BALDIVIS WA
Client
XL PRECAST
Drawing Title
LIFTING & BRACING DESIGN
Date
Job Number
18392 -
JAN '16
Designed
SW
Panel Number
Rev
P-59