Conlift Edgelift Design Manual - Parchem
Conlift Edgelift Design Manual - Parchem
Conlift Edgelift Design Manual - Parchem
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
CONLIFT EA10 PLATE EDGELIFT ANCHOR WLL (t)<br />
Panel<br />
Thickness<br />
(mm)<br />
Direction<br />
of<br />
Force<br />
Reinforced /<br />
Unreinforced<br />
Placement<br />
of<br />
Anchor<br />
Concrete Strength at Lift (Mpa)<br />
WLL (t)<br />
10 15 20 25 32 40<br />
100 NOT<br />
RECOMMENDED<br />
125 RATED BUT NOT<br />
RECOMMENDED<br />
150 Tension With Panel<br />
Reinforcing<br />
Shear<br />
With Panel<br />
Reinforcing<br />
175 Tension With Panel<br />
Reinforcing<br />
Shear<br />
With Panel<br />
Reinforcing<br />
200 Tension With Panel<br />
Reinforcing<br />
Shear<br />
With Panel<br />
Reinforcing<br />
With N16 Shear Bar<br />
N16 Tension Bar<br />
SL82 and N16<br />
Perimeter<br />
With N16 Shear Bar<br />
N16 Tension Bar<br />
SL82 and N16<br />
Perimeter<br />
With N16 Shear Bar<br />
N16 Tension Bar<br />
SL82 and N16<br />
Perimeter<br />
With N16 Shear Bar<br />
N16 Tension Bar<br />
SL82 and N16<br />
Perimeter<br />
With N16 Shear Bar<br />
N16 Tension Bar<br />
SL82 and N16<br />
Perimeter<br />
With N16 Shear Bar<br />
N16 Tension Bar<br />
SL82 and N16<br />
Perimeter<br />
7.4 8.8 10 10 10 10<br />
1.9 2.2 2.5 2.7 3 3.3<br />
8 9.5 10 10 10 10<br />
2.2 2.4 2.7 2.9 3.1 3.4<br />
8 9.5 10 10 10 10<br />
2.4 2.6 2.8 3.0 3.2 3.5<br />
(Highlighted Values - Limited to withstand spalling around the void)<br />
Values displayed at the measured Working Load Limit (WLL) in tonnes (t)<br />
with safety Factor of 2.5 (refer AS3850-2003 Tiltup Concrete Construction)<br />
Panel Reinforcement: Minimum assumed is SL82 Mesh and N16 centrally placed<br />
perimeter bar.<br />
Shear Bar: N16 Bar is bent and placed over the edge of the anchor, assuming 25mm of cover. It is placed<br />
over the edge of the anchor closest to the front face of the lift.<br />
The design of this Shear Bar is attached.<br />
Tension Bar: N16 Bar is bent and placed through the bottom hole of the anchor and passing down into<br />
the panel. The design of the Tension Bar is attached.<br />
Minimum Distance: for mimimum designed edge distances and distances between anchors, see table 1,<br />
page 18. Performance must be re-evaluated with dimensions below these<br />
minimum values. (See page 19).<br />
13