Drop-Forged Foot Erection Anchor
Drop-Forged Foot Erection Anchor
B
Ideal for precast concrete edge lifts and rotation
of thin-walled sections
The Drop-Forged Foot Erection Anchor has a
specially designed shape for precast concrete edge
lifts that make it easier to install without reducing the
load capacity.
The protrusions or “ears” at the top of the anchor
restrict rotation during lifting, protecting the concrete
from spalling. The body is shaped to allow for full
panel reinforcement, providing support during lifting.
The integrated foot eliminates the need for an
additional shear bar, simplifying anchor installation.
During panel rotation, the sling angle should be
perpendicular to the surface. The anchors will not be
bearing the full weight of the panel.
Once the panel has been rotated to vertical, the
tension is initiated. During this phase, the drop forged
foot at the bottom develops a tension load.
The 2.5-Ton, 5-Ton, and 10-Ton Drop-
Forged Foot Erection Anchors are supplied
with a galvanized finish to resist corrosion.
A
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Drop-Forged Foot Erection Anchor |
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Part No. |
Anchor |
Clutch |
Width |
Length |
Plate |
Tension* |
|
SBDFFEA2.5TG |
2.5 Ton |
2.5 Ton |
2-1/2” |
8” |
2-1/2”x3-1/2” |
5,500 lbs |
|
SBDFFEA5TG |
5 Ton |
4-5 Ton |
3-1/2” |
10” |
3”x4” |
11,000 lbs |
|
SBDFFEA10TG |
10 Ton |
8-10 Ton |
4-1/2” |
12-1/2” |
3-1/4”x4” |
22,000 lbs |
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•
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Safe Working Load (SWL) based on testing at 4:1 safety factor in 3,500 psi concrete.
Safe Working Load (SWL) in thin slab or low strength concrete can be achieved by using a tension bar
through the bottom hole of the anchor.
MATERIAL:
TITLE:
DIMENSIONS ARE IN INCHES
UNLESS OTHERWISE SPECIFIED
TOLERANCE:
Anchor is designed to match the capacity of the 5-Ton and 10-Ton Ring-Lift hardware.
DECIMAL: ±0.0313
NOTE: THE INFORMATION CONTAINED
FRACTOR: ±1/32″
PART NO:
DWG NO:
IN THIS DRAWING IS THE SOLE
PROPERTY OF SUREBUILT COMPANY.
ANGULAR: ±1°
FINISH: WEIGHT:
ANY REPRODUCTION IN PART OR AS A
UNLESS OTHERWISE SPECIFIED
WHOLE WITHOUT THE WRITTEN
REV: SIZE: SCALE:
SHEET:
PERMISSION OF SUREBUILT COMPANY
IS PROHIBITED. 1
DO NOT SCALE DRAWING LBS
1
B OF
4
3
2
DATE:
DRAWN:
CHECKED:
APPROVED:
2525 Armitage Ave
Melrose Park, IL 60160
708-493-9569
www.surebuilt-usa.com
03/26Drop-Forged Foot Erection Anchor
Anchor Lifter Panel
Thickness
Shear Load
(no Shear Bar)
Transport Value
4:1 SF*
Shear Load
(no Shear Bar)
Tilt-Up Value
2.66:1 SF*
Tension Load
w/o Tension Bar
4:1 SF*
Tension Load
w/ Tension Bar
4:1 SF*
2.5 Ton 2.5 Ton 4” 1,350 lbs 2,000 lbs 2,500 lbs 5,500 lbs
2.5 Ton 2.5 Ton 5” 1,650 lbs 2,500 lbs 3,100 lbs 5,500 lbs
2.5 Ton 2.5 Ton 6” 1,950 lbs 2,950 lbs 3,700 lbs 5,500 lbs
2.5 Ton 2.5 Ton 7” 2,250 lbs 3,450 lbs 4,300 lbs 5,500 lbs
2.5 Ton 2.5 Ton 8” 2,600 lbs 3,950 lbs 5,000 lbs 5,500 lbs
2.5 Ton 2.5 Ton 9” 2,950 lbs 4,400 lbs 5,300 lbs 5,500 lbs
2.5 Ton 2.5 Ton 10” 3,300 lbs 5,000 lbs 5,500 lbs 5,500 lbs
2.5 Ton 2.5 Ton 11” 3,650 lbs 5,550 lbs 5,500 lbs 5,500 lbs
2.5 Ton 2.5 Ton 12” 4,100 lbs 5,950 lbs 5,500 lbs 5,500 lbs
5 Ton 4-5 Ton 5-1/2” min 2,950 lbs 4,020 lbs 5,750 lbs 11,000 lbs
5 Ton 4-5 Ton 6” 3,200 lbs 4,200 lbs 7,200 lbs 11,000 lbs
5 Ton 4-5 Ton 7” 3,400 lbs 4,670 lbs 8,000 lbs 11,000 lbs
5 Ton 4-5 Ton 8” 3,800 lbs 5,454 lbs 10,200 lbs 11,000 lbs
5 Ton 4-5 Ton 9” 4,400 lbs 6,212 lbs 11,000 lbs 11,000 lbs
5 Ton 4-5 Ton 10” 4,800 lbs 6,818 lbs 11,000 lbs 11,000 lbs
5 Ton 4-5 Ton 11” 5,200 lbs 7,272 lbs 11,000 lbs 11,000 lbs
5 Ton 4-5 Ton 12” 6,100 lbs 7,575 lbs 11,000 lbs 11,000 lbs
10 Ton 8-10 Ton 7-1/2” min 4,600 lbs 6,363 lbs 17,500 lbs 22,000 lbs
10 Ton 8-10 Ton 8” 4,800 lbs 6,666 lbs 17,850 lbs 22,000 lbs
10 Ton 8-10 Ton 9” 5,450 lbs 7,272 lbs 19,500 lbs 22,000 lbs
10 Ton 8-10 Ton 10” 6,100 lbs 7,878 lbs 20,000 lbs 22,000 lbs
10 Ton 8-10 Ton 11” 6,800 lbs 8,333 lbs 20,000 lbs 22,000 lbs
10 Ton 8-10 Ton 12” 7,600 lbs 8,787 lbs 22,000 lbs 22,000 lbs
•
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Safe Working Load (SWL) based on testing in 3,500 psi concrete.
Tilt-Up Values can be used for shear if an anchor is used only once for erecting the panel.
The 4:1 safety factor is typically used in precast work and normally requires no increase.
Given full embedment, reinforcement and minimum compressive strength, the anchor should achieve
pullout strength equal to the maximum tension strength if reinforced with a Tension Bar.
