p-74
TRANSCRIPT
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7/24/2019 P-74
1/1
P-74
34.96 m2
4.9 m3
12.31 t
150 mm
1903 mm 4556 mm
15 MPa
2.5 t/m3
16.4 kN
60 deg 6.93 m
3.46 m
2
4
2
7.4 t
Overall
Lifters
Bracing
Lifters
Ov
erall
Bracing
N12-400 CTS btm
3.7 t
Job Number
Drawing Title
LIFTING & BRACING DESIGN
18392 -RevPanel Number
Panel Thickness (mm) Panel Area (m 2)
P an el Weigh t ( to nn es) 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
32 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
Panel P-76 similar
SIMILAR PANELS
Panel P-75 similar
Panel P-78 similar
Panel P-77 similar
MID-AIR ROTATION
LIFT-OFF
SPIN UP
SITE ERECTION
Ensure tension bars are
used with top lifters.