Erection Anchor Description
The erection anchor is designed for use with precast units during the lifting and turning/edge handling process. If desired, the anchor uses a shear plate and tension bar that wraps through the anchor to distribute the load in the concrete. Erection anchors allow the lifting of columns, beams, walls, and other precast concrete elements. The mounting anchors can be used in all lifting directions and for lifting angles up to 90 degrees. GME has various styles of erection anchors. The style, size, and tonnage of the installation anchor are the same as ALP, but our price is more than half cheaper than ALP. We only accept wholesale, not retail. If you are interested.
Types of Erection Anchor
Split Foot Erection Anchor
Split Foot Erection Anchor with Shear Plate
Tech erection anchors
Tech erection anchors with a shear plate
Erection Head Anchor
Erection Head Anchor with Shear Plate
Forged Erection Anchor
Forged Erection Anchor With Bar
1T Spread Anchor
1Ton L-Anchors
Forged Insulated Panel Anchor
Plate Anchor
Insulated Panel Anchor
Insulated Panel Anchor with plate
Split Foot 1 Ton Anchor
Spread Anchors
T-Bar Anchor
Tech Anchors
Two-Hole Anchors
Y Erection Anchor
Note: The above product prices are individual wholesale prices for each product. We only support wholesale, not retail. The above 20 products have detailed specifications and sizes. Please contact us for the latest quotation.
Standard Finish: Hot-dipped galvanized Impact resistant, even in freezing temperatures.
How to Make Erection Anchors:
Erection Anchor Display:
The GME Erection Anchor System is a lifting anchor consisting of a flat steel insert, a ribbed steel bolt, and a quick-release lifting key. The head of the double-hole anchor is the same as that of the expansion anchor. Anchorage in concrete is achieved through the rebar tails. Longer anchors with additional holes can be produced on request. Our styles are varied
Test of Erection Achors:
Certification of Erection Anchors:
Application of Erection Anchors:
Erection Anchor Specification
Tech Erection Anchor
Tech Erection Anchor This design feature gives the anchor a smaller height envelope, allowing it to be used on thinner concrete panels. Designed for horizontal to vertical edge lifting and handling of thin-walled precast elements. We offer 2T, 4T, and 8T capacities. This anchor requires a shear rod. Pull rods are often required to achieve higher tension capabilities.
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Part |
Ton |
Ring Clutch System |
Width |
Length |
Thickness |
HD |
A |
B |
N |
Anchor Ultimate |
Weight Per |
|
GMEQL527G |
2T |
2T-3T(OLO01) |
2' |
3/8" |
3/8" |
5/8" |
5/8" |
2-5/8" |
1-13/16 |
16000 |
1.46 |
|
GMEQL548G |
4T |
4T-6T(OLO02) |
2-1/2" |
10-7/16" |
5/8" |
3/4" |
3/4" |
2-5/8" |
2-12" |
32000 |
3.7 |
|
GMEQL589G |
8T |
8T-11T(OLO03) |
3-3/4" |
13-1/2" |
3/4" |
1" |
1" |
3-5/8" |
3-1/8" |
64000 |
8.65 |
Tech Erection Anchor with Shear Plate
The Split Foot Erection Anchor is designed for the lifting and handling of thin-walled precast elements. Erection anchors enable the lifting of columns, beams, walls, and other pre-cast concrete elements. Erection anchors can be used in all lifting directions and for lifting angles up to 90 degrees. The anchor may be used with a wraparound shear bar if not equipped with a shear plate, and, if needed, a tension bar to reach higher tensile capacities. capacities.
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Part Number |
Ton |
Ring
Clutch |
Width |
Length |
Thickness |
HD |
S- |
N |
SPW |
SPL |
SPT |
Anchor
Uitimate |
Weight |
|
GMEQL147G |
2T |
2T-3T(OLO01) |
2 |
8" |
3/8" |
5/8" |
2-3/4" |
1-13/16" |
2-1/2" |
3" |
1/4" |
16000 |
2.15 |
|
GMEQL148G |
4T |
4T-6T (OLO02) |
2-1/2" |
10-1/2" |
5/8" |
3/4" |
3-a/8 |
2-1/2" |
2-1/2" |
3" |
3/8" |
32000 |
5.2 |
|
GMEQL149G |
8T |
8T-11T(QL003) |
3-3/4" |
12-13/16" |
3/4" |
1" |
5" |
3-1/8" |
3" |
3-1/2" |
3/8" |
64000 |
11.02 |
Split Foot Erection Anchor
The Split Foot Erection Anchor is designed to have two "ears" on the head of the anchor to prevent the clutch from coming in contact and spalling the concrete. The "ears" transfer the shear loads into the anchor and concrete. The shear bar is required with this anchor. A tension bar is typically required to reach higher tension capacities.
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Part Number |
Ton |
Ring
Clutch |
Width |
Length |
Thickness |
HD |
S |
N |
Anchor
Ultimate Mechanical |
Weight
Per |
|
GMEQL047G |
2T |
2T-3T(OLO01) |
2" |
8" |
3/8" |
5/8" |
2-3/4" |
1-13/16" |
16000 |
1.6 |
|
GMEQLO48G |
4T |
4T-6T(OLO02) |
2-1/2" |
101/2 |
5/8" |
3/4" |
37688 |
2-1/2" |
32000 |
4.35 |
|
GEMQLO49G |
8T |
8T-11T(OL003) |
3-3/4" |
12-13/16" |
3/4" |
1" |
5" |
3-1/8" |
64000 |
9.78 |
Split Foot Erection Anchor with Shear Plate
The Split Foot Erection Anchor with Shear Plate is designed for horizontal to vertical edge lifting and handling of slabs of appropriate thickness. The anchor has a specialized design at the head of the anchor to prevent spalling of the concrete while loaded. The anchor may be used with a wraparound shear bar if not equipped with a shear plate, and, if needed, a tension bar to reach higher tensile capacities. We offer 2T, 4T, and 8T capacities.
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Part Number |
Ton |
Ring
Clutch |
Width |
Length |
Thickness |
HD |
S |
N |
SPW |
SPL |
SPT- |
Anchor
Uitimate |
Weight |
|
GMEQL147G |
2T |
2T-3T(OLO01) |
2 |
8" |
3/8" |
5/8" |
2-3/4" |
1-13/16" |
2-1/2" |
3" |
1/4" |
16000 |
2.15 |
|
GMEQL148G |
4T |
4T-6T (OLO02) |
2-1/2" |
10-1/2" |
5/8" |
3/4" |
3-a/8 |
2-1/2" |
2-1/2" |
3" |
3/8" |
32000 |
5.2 |
|
GMEQL149G |
8T |
8T-11T(QL003) |
3-3/4" |
12-13/16" |
3/4" |
1" |
5" |
3-1/8" |
3" |
3-1/2" |
3/8" |
64000 |
11.02 |
Forged Erection Anchor
The Forged Erection Anchor is designed for horizontal to vertical edge lifting and handling of thin-walled precast elements. The two "ears'' on the head of the anchor prevent the ring clutch from coming in contact and spalling the concrete. The "ears'' transfer the shear loads into the anchor and concrete. The shear bar is required with this anchor. A tension bar is required to reach the full tension capacity of the anchor.
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Part Number |
Ton |
Ring
Clutch |
Width |
Length |
Thickness |
HD |
HL |
N |
Anchor
Ultimate Mechanical |
Weight
Per |
|
GMEQLF527G |
3T |
2T-3T(OLO01) |
2-3/8" |
8" |
3/8" |
5/8" |
- |
1-13/16" |
24000 |
1.26 |
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GMEQLF548G |
6T |
4T-6T(QLO02) |
3-3/16" |
10-1/2" |
5/8" |
3/4" |
- |
2-1/2" |
48000 |
2.29 |
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GMEQLF589G |
11T |
8T-11T(QLO03) |
3-3/4" |
12-1/2" |
3/4" |
1-3/6" |
1-5/8" |
3-1/8" |
88000 |
5.2 |
Forged Erection Anchor with welded Plate bar
The Forged Erection Anchor is designed for horizontal to vertical edge lifting and handling of thin-walled precast elements. The two "ears'' on the head of the anchor prevent the ring clutch from coming in contact and spalling the concrete. The "ears" transfer the shear loads into the anchor and concrete. The unique shear bar design of this anchor replaces the standard large shear plate, with a welded shear bar to minimize the interference with prestressed strands or reinforcing.
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Part Number |
Ton |
Ring
Clutch |
Width 1 |
Width 2 |
Length |
Thick- |
HD |
N |
SBD-Shear |
SBL-Shear |
Anchor
Ultimate Mechanical |
Weight
Per |
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GMEQLF548SBG |
6T |
4T-6T(QL002) |
3-3/16" |
3-5/8" |
10-1/2" |
5/8" |
3/4" |
2-1/2" |
5/8" |
6" |
48000 |
3.6 |
|
GMEOLF548DSBG |
6T |
4T-6T(OL002) |
3-3/16" |
4-1/8" |
10-1/2" |
5/8" |
3/4" |
2-1/2" |
5/8" |
6 |
48000 |
4.2 |
Split Foot 1 Ton Anchor
The Split Foot 1 Ton Anchor is designed for horizontal to vertical edge lifting and handling of thin-walled precast elements. The single "ear'' on the head of the anchor prevents the clutch from coming in contact and spalling the concrete. The "ear "prevents the ring clutch from rotating and hitting the concrete. The shear bar is required to achieve the published shear loads with this anchor. A tension bar is required to reach the higher tension capacities.
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Anchor Capacity in Concrete 4:1 SWL |
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Part |
Ton |
Ring |
WIdth |
Length |
Thickness |
HD |
S Spread |
N Notch |
Anchor
Ultimate |
Weight
Per |
Minimum
Pane |
Shear
w/ |
lension
w/o |
Tension
w/ |
Min.Corner (lbs) |
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GMEL046G |
1T |
1T(OL216CB) |
1-3/16" |
4-15/16 |
u4 |
716 |
1-3/4" |
44624 |
8000 |
0.35 |
3 |
611 |
1160 |
2000 |
12 |
Erection Head Anchor
The Erection Head Anchor is designed for horizontal to vertical edge lifting and handling of thin-walled precast elements. The two "ears'' on the head of the anchor prevent the clutch from coming in contact and spalling the concrete. The "ears'' transfer the shear loads into the anchor and concrete. The shear capacities below require a shear bar. A tension bar is required to achieve any tension capacity. Available in 2-T, 4-T, and 8-ton capacities.
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Part Number |
Ton |
Ring
Clutch |
Width |
Length |
Thickness |
HD |
A |
B |
N |
Anchor
Ultimate |
Weight
Per |
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GMEQL403G |
2T |
2T-3T(QLO01) |
2" |
4-1/4" |
3/8" |
5/8" |
2-3/8" |
1-3/32" |
1-13/16" |
16000 |
0.71 |
|
GMEQL075G |
4T |
4T-6T(QL002) |
2-1/2" |
7-7/16" |
5/8" |
3/4" |
3-3/16" |
1-1/4" |
2-1/2" |
32000 |
2.87 |
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GMEOL185G |
8T |
8T-11T (QLO03) |
3-3/4" |
13-1/4" |
3/4" |
1" |
4 |
1-3/4" |
3-1/8" |
64000 |
9.4 |
Erection of Head Anchor with Shear Plate
The Erection Head Anchor with Shear Plate is designed for horizontal to vertical edge lifting and handling of thin-walled precast elements. The two"ears" on the head of the anchor prevent the clutch from coming in contact and spalling the concrete. The"ears" transfer the shear loads into the anchor and concrete. The shear bar is not required with this anchor. A tension bar is required to achieve any tension capacity. Available in 2-T, 4-T, and 8-Ton capacities.
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Part |
Ton |
Ring
Clutch |
Width |
Length |
Thickness |
HD |
SPW |
SPL |
SPT |
A |
N |
Anchor
UItimate |
Weight |
|
GMEQL403SPG |
2 |
2T-3T (OLO01) |
2 |
4-1/4" |
3/8" |
5/8"" |
2-1/2" |
3 |
1/4" |
3/4" |
1-13/16" |
16000 |
1.15 |
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GMEQL075SPG |
4 |
4T-6T (OLO02) |
2-1/2" |
7-7/16" |
5/8" |
3/4" |
2-1/2" |
3" |
3/8" |
36895 |
2-1/2" |
32000 |
3.65 |
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GMEQL185SPG |
8 |
8T-11T(OLO03 |
3-3/4" |
13-1/4" |
3/4" |
1" |
g" |
3-1/2" |
3/8" |
1-5/8" |
37629 |
64000 |
10.65 |
Y Erection Anchor
The Y Erection Anchor is designed for horizontal to vertical edge lifting and handling of thick-walled precast elements. The two "ears" on the head of the anchor prevent the clutch from coming in contact and spalling the concrete. Available in 12.5T,17T, and 22T capacities.
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Part |
Ton |
Ring Clutch |
Head |
Foot |
Length |
Thick |
HD- |
Anchor Ultimate |
Weight Per |
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GMEQL307G |
12.5T |
12.5T-22T |
5-7/8" |
3-1/8" |
19-5/8" |
3/4" |
1-3/8" |
100,000 |
15.1 |
|
GMEQL308G |
17T |
12.51-22T |
5-7/8" |
3-1/8" |
19-5/8" |
1" |
1-3/8" |
136000 |
19 |
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GMEQL309G |
22T |
12.5T-22T |
5-7/8" |
3-1/8" |
43593 |
1-1/8" |
1-3/8" |
176000 |
22.9 |
Forged Insulated Panel Anchor
The Forged Insulated Panel Anchor is specifically designed to edge-lift insulated panels efficiently and economically. The anchor spans the insulation and connects the exterior and interior wythes, distributing the shear and tension loads through the added reinforcement. The anchor has a very small profile, minimizing the disruption of the insulation during installation. The anchor supports each wythe during the erection process, decreasing the shear stress on the insulated panel tie system. Reinforcement is required as shown in the details below. Anchor uses the standard 8T-11T Lifting Clutch and accessories.
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Part Number |
Ton |
Ring Cutch |
Width |
Length |
Thickness |
A |
B |
SL |
SW |
Anchcr Ultimate
Mechanical |
Wgight Per |
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GMEQLFP6176 |
6T |
4T-6T |
7" |
3-15/16" |
5/8" |
2-3/4" |
5-3/8" |
1-3/16- |
13/16" |
48000 |
2.63 |
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GMEOLFIP975346 |
9T |
8T-12T |
5-3/4" |
4-3/16" |
3/4" |
2-3/4" |
3-3/4" |
1-1/2" |
15/16" |
72000 |
3.17 |
|
GMEOLFIP12176 |
12T |
8-12T |
7" |
4-13/16" |
3/4" |
3-3/16" |
5" |
1-13/16 |
1-1/8" |
96000 |
4.06 |
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GMEOLFIP1218G |
12T |
8T-12T |
8" |
5 |
3/4" |
3-3/16" |
6" |
1-13/16 |
1-1/8" |
96000 |
4.89 |
Insulated Panel Anchor
The Insulated Panel Anchor is specifically designed to edge-lift insulated panels efficiently and economically. The anchor spans the insulation and connects the exterior and interior wythes, distributing the shear and tension loads through the added reinforcement. The anchor has a very small profile, minimizing the disruption of the insulation during installation. The anchor supports each wythe during the erection process, decreasing the shear stress on the insulated panel tie system. Reinforcement is required as shown in the details below. These anchors use the standard 4T-6T and 8T-11T Lifting Clutches and accessories.
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Part |
Ton |
Ring Clutch System |
Width |
Length |
Thickness |
A |
B |
Anchor Ltimata
Mechanical |
Weight Per |
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GMEQL077G |
4T |
4T-6T |
6" |
3-1/4" |
5/8" |
1-13/16" |
4-3/8" |
32000 |
3.13 |
|
GMEQL184G |
8T |
8T-11T |
6" |
4-3/4" |
3/4" |
3-3/8" |
4-3/8" |
64000 |
5.8 |
|
GMEQL1242G |
10T |
8T-11T |
7" |
4-3/4" |
3/4" |
3-3/8" |
5" |
80000 |
6.7 |
|
GMEQL243G |
10T |
8T-11T |
8" |
4-3/4" |
3/4" |
3-3/8" |
6" |
80000 |
7.75 |
Insulated Panel Anchor with Shear Plate
The Insulated Panel Anchor is specifically designed to edge-lift insulated panels efficiently and economically. The anchor spans the insulation and connects the exterior and interior wythes, distributing the shear and tension loads through the added reinforcement. The anchor has a very small profile, minimizing the disruption of the insulation during installation. The anchor supports each wythe during the erection process, decreasing the shear stress on the insulated panel tie system. Reinforcement is required as shown in the details below. These anchors use the standard 4T-6T and 8T-11T Lifting Clutches and accessories.
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Part |
Ton |
Ring Clutch |
Width |
Length |
Thickness |
HD |
SPW |
SPL |
SPT |
A |
N |
Anchor UItimate |
Weight |
|
GMEQL403SPG |
2T |
2T-3T |
2 |
4-1/4" |
3/8" |
5/8"" |
2-1/2" |
3 |
1/4" |
3/4" |
1-13/16" |
16000 |
1.15 |
|
GMEQL075SPG |
4T |
4T-6T |
2-1/2" |
7-7/16" |
5/8" |
3/4" |
2-1/2" |
3" |
3/8" |
36895 |
2-1/2" |
32000 |
3.65 |
|
GMEQL185SPG |
8T |
8T-11T |
3-3/4" |
13-1/4" |
3/4" |
1" |
g" |
3-1/2" |
3/8" |
1-5/8" |
37629 |
64000 |
10.65 |
T-Bar Anchor
The T-Bar Anchor is designed to maximize tension capacities by using a solid steel bar, placed horizontally through the bottom of the anchor. The compact design
comes in a variety of lengths and maybe ''wet-set", further improving the versatility and the ease of use. A 3/8minimum coverage at the bottom of the anchor is recommended. Designed for surface applications, used to "back-strip" panels from forms. The shear capacity allows T-Bar Anchors to be used for rotation to vertical.
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Anchor Capacity in Concrete,4:1 SWL |
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Part |
Ton |
Ring Clutch |
Width |
Length |
Thickness |
D |
Anchor Ultimatc
Mochanical |
Waight Per |
Min.Panel |
Min Edge |
Unreinforced
Tension |
Unreinforced |
|
GMEQL110G |
2T |
2T-3T |
1-1/4" |
4 |
3/8" |
1/2" |
16000 |
0.55 |
4-3/4" |
8" |
4000 |
4000 |
|
GMEQL1848G |
4T |
4T-6T |
1-1/2" |
4-1/4" |
5/8" |
11/16" |
32000 |
1.15 |
5" |
8-1/2" |
5500 |
5500 |
|
GMEQLL850G |
4T |
4T-6T |
1-1/2" |
5-1/4" |
5/8" |
11/16" |
32000 |
1.4 |
6" |
10-1/2" |
8000 |
8000 |
|
GMEQLL852G |
4T |
4T-6T |
1-1/2" |
6-1/4" |
5/8" |
11/16" |
32000 |
1.7 |
7" |
12-12" |
8000 |
8000 |
|
GMEQL854G |
4T |
4T-6T |
1-1/2" |
7-1/4" |
5/8" |
11/16" |
32000 |
1.95 |
8" |
14-1/2" |
8000 |
8000 |
1T Spread Anchor
The 1T Spread Anchor is designed for back-stripping and edge lifting in lightweight panels. These versatile anchors are commonly used in MSE panels due to their capacities and low cost Spalling may occur when pulling in shear perpendicular to the anchor.
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SPREAD ANCHOR DIMENSIONS AND LOAD CHART |
Anchor Capacity in
Concrete |
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Part Number |
Ton |
Ring Clutch |
Width 1 |
Length 1 |
Thickness |
Spread |
Anchor Ultimate |
Weight Per |
Min.Panel |
Min.Corner |
Tension Load |
|
GMEQL050G |
1T |
2T-3T |
1-1/4" |
4-3/4" |
3/16" |
2-3/4" |
8000 |
0.35 |
4" |
16" |
1835 |
Spread Anchors
Spread anchors are designed for back-stripping and edge lifting in thicker panels, these versatile anchors are commonly used in slabs/panels due to their capacities and low cost. By maintaining the minimum edge distances (1.5x anchor length) these anchors can handle shear loads equal to the tension loads listed when installed in the face of concrete.
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Part |
Ton |
Ring Clutch |
Width |
Length |
Thickness |
Spread |
A |
Anchor Uitimate Mechanical Load |
Weight Per |
Unreinforced |
Unreinforced |
|
GMEQL050G |
1T |
2T-3T |
1-1/4" |
4-3/4" |
3/16" |
2-3/4" |
- |
8000 |
0.35 |
2000 |
2000 |
|
GEMQL059G |
2T |
2T-3T |
1-1/4" |
5-1/2" |
3/8" |
2-3/4" |
- |
16000 |
0.8 |
4000 |
4000 |
|
GMEQL116G |
4T |
4T-6T |
1-1/2" |
6-1/4" |
5/8" |
3-3/8" |
- |
32000 |
1.65 |
5850 |
5850 |
|
GMEQL119G |
8T |
8T-11T |
2-1/2" |
11" |
3/4" |
4-1/2' |
5" |
64000 |
7.03 |
16000 |
16000 |
|
GMEQL174G |
22T |
12.5T-22T |
3-1/2" |
19-5/8" |
1-3/16" |
6-1/4" |
9-7/8" |
176000 |
22.31 |
44000 |
44000 |
1Ton L-Anchors
1Ton L-Anchors are designed for back-stripping and edge lifting in thicker panels, these versatile anchors are commonly used in slabs/panels due to their capacities and low cost. By maintaining the minimum edge distances(1.5x anchor length) these anchors can handle shear loads equal to the tension loads listed when installed in the face of the concrete.
|
Part |
Ton |
Ring Clutch |
Wdth |
Length |
Thickness |
Foot Length |
Anchor Uitimate Machanical Load |
weight Per |
Unreinforced |
Urreinforced |
|
GMEQL05OLG |
1 |
2T-3T |
1-1/4" |
4" |
3/16" |
1-7/16" |
8.,000 |
0.35 |
2000 |
2000 |
Two-Hole Anchors
The Two-Hole Anchors are used as an economical way to achieve high-tension loads in thin panels or low-compressive-strength concrete. The Two-Hole Anchor requires a tension bar in the bottom hole of the anchor to distribute the tension forces deep in the concrete. The tension bar must be positioned and secured against the bottom of the tension bar hole to ensure immediate engagement of the anchor when the load is applied.
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Part |
Ton |
Ring Clutch System |
Width |
Length |
Thick- |
A |
B |
C |
Anchor Uitimate |
Weight Per |
Min.Panel |
Reinforced |
|
GMEQL122G |
2T |
2T-3T |
1-1/4" |
4" |
3/8" |
3/4" |
9/6" |
7/8" |
16000 |
0.46 |
2-31/4" |
4000 |
|
GMEQL124G |
4T |
41-6T |
1-1/2" |
5-1/2" |
5/8" |
7/8" |
11/16" |
15/16" |
32000 |
1.2 |
4" |
8000 |
|
GMEQLL125G |
8T |
8T-11T |
2-1/2" |
7" |
3/4" |
1-3/16" |
1" |
1-7/16" |
64000 |
3.76 |
5" |
16000 |
|
GMEQLL176G |
22T |
12.5T-22T |
3-1/8" |
11 3/4" |
1-3/16" |
1-13/16" |
1-3/8" |
2-7/16" |
176000 |
10.15 |
7" |
44000 |
Tech Anchors
The Tech Anchors are designed with a unique foot design that allows the anchors to fit in congested reinforcing areas. Commonly used to "back strip"panels from forms. The anchors also have a secondary reinforcing hole that can be used if required.
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Part |
Ton |
Ring Clutch |
Wdth |
Length |
Tick- |
A |
B |
Anchor Ultimate |
Weight Per |
urrcinforced |
Unreinforced |
|
GMEQL525G |
2T |
2T-3T |
1-1/4" |
4-15/16 |
3/8" |
3/4" |
9/16" |
16000 |
0.51 |
4000 |
4000 |
|
GMEQL546G |
4T |
4T-6T |
1-1/2" |
5-7/16" |
5/8" |
7/8" |
11/16" |
32000 |
1.2 |
7215 |
7215 |
Plate Anchors
The Plate Anchors are designed for the back-stripping of panels from the form. The Plate Anchors are designed with a plate welded to the bottom to provide a high capacity in a low-profile anchor. The bottom plate allows reinforcing to be applied to the anchor as shown in the below diagram to maximize the capacity.
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Part |
Ton |
Ring Clutch |
Width |
Height |
Anchor |
Foot |
Anchor Uiltimate |
Weight |
Unreinforced |
Unreinforced |
Reinforced |
Reinforced |
|
GMEQL128G |
2T |
2T-3T |
1-1/4" |
2-1/4" |
3/8" |
3-3/4" |
16000 |
0.75 |
950 |
950 |
4000 |
4000 |
|
GMEQL846G |
4T |
4T-6T |
1-1/2" |
3" |
5/8" |
3" |
32000 |
1.25 |
3570 |
3570 |
8000 |
8000 |
|
GMEQL847G |
4T |
4T-6T |
1-1/2" |
3-1/2" |
5/8" |
3" |
32000 |
1.35 |
4700 |
4700 |
8000 |
8000 |
|
GMEQL044G |
4T |
41-6T |
1-1/2" |
4-3/8" |
5/8" |
3-7/8" |
32000 |
1.95 |
4730 |
4730 |
8000 |
8000 |
|
GMEQL054G |
8T |
8T-11T |
2-1/2" |
6-1/4" |
3/4" |
5" |
64000 |
5.4 |
6350 |
6350 |
12000 |
12000 |
|
GMEQL042G |
8T |
8T-11T |
2-1/2" |
7-1/8" |
3/4" |
5" |
64000 |
5.9 |
10000 |
10000 |
16000 |
16000 |
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