MASCO Catalog: Concrete Forming & Accessories

205 MASONS SUPPLY COMPANY Oregon (800) 537-3407 ♦ Washington (800) 537-6216 Clackamas | Eugene | West Eugene | Hillsboro | Medford | Portland | Salem | Ridgefield | Seattle | Tacoma | Woodinville M A S C O . N E T TILT-UP/PRECAST LIFTING PLATES 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. 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 Load Reduction Formula 1.00 x SWL 0.20 x SWL 0.15 x SWL 90 o 45 o 0 o