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MASONS SUPPLY COMPANY
Oregon (800) 537-3407 ♦ Washington (800) 537-6216
Clackamas | Eugene | West Eugene | Hillsboro | Medford | Portland | Salem | Wilsonville | Ridgefield | Seattle | Tacoma | Woodinville
M A S C O . N E T
TILT-UP/PRECAST
Lifting Angle
Although the lifting angle is generally used for face lifting tilt-up panels it can be used on edge lift
conditions where the panel thickness is 6" or greater. Made from structural steel angle 6" x 6" x 3/4"
thick x 21" long with 1-1/2" diameter hole for clevis attachment. For use with 1" double coil inserts. Use
of a washer and coil bolts of minimum length is required. SWL 12,000 lbs. for 1" bolt diameter and
18,000 lbs for 1-1/4" and 1-1/2". Based on a 5:1 safety factor.
Edge Lift Plate
Edge lifting plate is specifically designed to be used with either the double edge pickup insert or the
double end pick-up insert. For use with 3/4" or 1" diameter inserts. Minimum coil bolt length to be used
is 4". Cut washer are required under the head of each bolt. SWL 8,800 lbs. Based on a 5:1 safety factor.
Swivel Lift Plates
The swivel lift plate is designed for attaching to any type of single lift insert. The double swivel lift
plate allows bail to rotate in direction of applied loads. Available in 3/4", 1", 1-1/4" and 1-1/2" coil
bolt sizes. Use coil bolts of required minimum length. Based on a 5:1 safety factor.
SWIVEL LIFT PLATE
DOUBLE SWIVEL
LIFT PLATE
Cast Eye Bolt - Coil
An cast eye bolt is an eye nut with coil rod welded in place. To develop full load the shoulder must
be against the face of the concrete. Intended for straight tensile loads only. Pulling at angles is not
recommended. Masons recommends that coil rod is welded by certified welder.
Based on a 5:1 safety factor.
Cast Eye Nut - Coil
Made of ductile iron, the cast eye nut is threaded all the way through with coil thread and eliminates
the need to inventory many different lengths of cast eye bolts. Continuous threaded coil rod is cut
to the required length and threaded into the eye nut. The shoulder must be secured against face
of concrete to develop full load. Intended for straight tensile loads only. Pulling at angles is not
recommended. Masons recommends that coil rod be welded by a certified welder.
Based on a 5:1 safety factor.
No.
Description
Wt (lbs)
DS 49105
4" x 18", 1" thick
23.0
No.
Description
Wt (lbs)
DS 49101
6" x 6" x 21", 3/4" thick
53.0
No.
Bolt Diameter
Length
Wt (lbs)
DS 49584
1/2"
2-1/2"
0.10
DS 49588
3/4"
3"
0.16
DS 49592
1"
3-1/2"
0.22
DS 49596
1-1/4"
4"
0.41
No.
Bolt Diameter
SWL Tension (lbs)
Wt (lbs)
DS 32360
1/2"
2,700
0.10
DS 32362
3/4"
3,600
0.16
DS 32364
1"
7,200
0.22
DS 32365
1-1/4"
10,600
0.41
No.
Description
Height
SWL Tension (lbs)
Wt (lbs)
DS 49109 3/4" Swivel
1-3/8"
7,000
14.0
DS 49110 1" Swivel
1-3/8"
10,000
14.0
DS 49122 3/4" Double Swivel
1-1/2"
7,000
8.0
DS 49124 1" Double Swivel
2"-11/16" 9,000
8.0
DS 49126 1-1/4" Double Swivel
2-3/4"
13,500
16.1
Load Reduction Formula
1.00 x SWL
0.20 x SWL
0.15 x SWL
90
o
45
o
0
o
LIFTING PLATES