Transcription of DECO HEAVY-DUTY ADJUSTABLE STANDARD ANCHORS
1 DECO heavy -DUTYADJUSTABLE STANDARDANCHORSDeco HEAVY-DUTY ADJUSTABLE anchor s durable, HEAVY-DUTY anchor studs and couplings are machined from mill-tested,C1144 (A-311) stress-proof,cold-rolled steel having a minimum tensile strength of 115,000 and yield strength of 100,000 orders from alloy steel are available with a yield strength of 130,000 we anchor industry DECO heavy -DUTYADJUSTABLE SPECIAL ANCHORI dentical to the STANDARD anchor in everyother way,the Deco heavy -DutyAdjustable Special anchor has 3 4-inch M bolts and a 2 X 4 extension on oneside to support a leveling screw used insome machine " Diameter STANDARD anchor Tension TestUltimate Load Lbs. x 103AN (Projection)MDiameter,Stud,& BoltA1 2 5 8 3 4 7 8 1 11 4 Threads Per InchB131110987 Fastening Stud with 1 nut and washerCD3 8 5 8 5 8 13 16 3 4 1 E31 441 441 447 847 861 8F33 443 443 451 251 271 8G227 827 841 841 843 4H13 1615 1615 1617 817 823 8I7 811 811 815 815 82J111 411 413 413 417 8K2 21 2 3 31 2 4 5 MNLength to SpecificationsLength to SpecificationsAnchorAnchor BoltLength to SpecificationsDIMENSIONSCMAJIFDBHGEKAAPa ge 1 DECO: THE INDUSTRY STANDARDFor more than 50 years, Deco Manufacturing has delivered industrial products that stand the test of time.
2 Our work is rocksolid and so is our reputation. When it comes to your manufacturing needs, trust Deco Manufacturing to get the job right nowand we ll give you an estimate or place your order in 2 A As Required Embedment B Min. Spacing Center/Center= 5 x Diameter C Min. Free Edge DistanceCoupling anchor STANDARD anchor A Actual Tension Applied Safe Working LoadAllowable PulloutActual ShearAppliedSafe Working LoadAllowable Shear+<=11,0983,5734,6877,4956 71 2 9 101 2 12 15 4 4 4 43 8 5 Minimum Free Edge Distance ( C )As Required Embedment ( A )Shear Safe Working Load (lbs.) (1)Pullout Safe Working Load (lbs.) (1) anchor SIZE5 8 3 4 7 8 1 3,1084,5936,3538,33313,3232,5831,74811 4 61 4 DECO heavy -DUTYADJUSTABLESTANDARD ANCHORPERFORMANCE1 Safe working loads are based on a 3, concrete compressive strengthat 28 days and a safety factor of 4against predicted ultimate loads are for ANCHORS loaded in a static a dynamic loading condition, reduce loads by aminimum of 50%.
3 2 Combined Stress Interaction Formula:3 Page 23269
