Shear Connector 3/4″ & 7/8″ Diameter

STUD SPECIFICATIONS
STANDARD LENGTH
(inches)		 D H A PART
NUMBER 		WEIGHT (lbs.)
PER 1000
2.20 3/4″ 1-1/4″ 3/8″ SC-075×0220 350
3-3/16 SC-075×0318 470
3-3/8 SC-075×0337 500
3-7/8 SC-075×0387 572
4-3/16 SC-075×0418 611
4-3/8 SC-075×0437 640
4-7/8 SC-075×0487 707
5-3/16 SC-075×0518 736
5-3/8 SC-075×0537 759
5-7/8 SC-075×0587 832
6-3/16 SC-075×0618 861
7-3/16 SC-075×0718 987
8-3/16 SC-075×0818 1,112
9-3/16 SC-075×0918 1,240
10-3/16 SC-075×1018 1,373
3-3/16 7/8″ 1-3/8″ 3/8″ SC-087×0318 640
3-11/16 SC-087×0368 726
4-3/16 SC-087×0418 811
5-3/16 SC-087×0518 981
6-3/16 SC-087×0618 1153
7-3/16 SC-087×0718 1322
8-3/16 SC-087×0818 1473
9-3/16 SC-087×0918 1642
10-3/16 SC-087×0918 1800
3/4″ FERRULE SPECIFICATIONS
(inches)
FERRULE
CODE		 D B G M TYPE
FF-075 1.215 1.030 .469 .656 Flat Surface
FW-075 1.325 1.210 .406 .600 Weld Through Deck
7/8″ FERRULE SPECIFICATIONS
(inches)
FERRULE
CODE		 D B G M TYPE
FF-087 1.408 1.210 .545 .732 Flat Surface

Ferrules

All orders for studs include ferrules. Please specify weld thru deck of flat ferrules are needed. For ferrule specifications for welding in the fillet or on the heel of an angle please consult one of our representatives.

Mechanical Properties

TENSILE STRENGTH – 65,000 PSI MIN (450 MPa)
YIELD STRENGTH (.2% OFFSET) – 51,000 PSI MIN (350 MPa)
ELONGATION (% IN 2 IN.) 20% (% IN 5x DIA.) 15% MIN.
REDUCTION OF AREA 50% MIN

Material

LOW CARBON STEEL
ASTM A108, 1010-1020.

Also available in stainless steel.

Application

Shear connectors are used to tie concrete to steel beams and to resist shear loading between the concrete slab and the steel beam in composite construction.

Other Notes

Custom lengths available

Stud Length Reduction

Specified lengths are before weld.
Approximate length reduction after welding are:

Non-Thru Deck Weld Thru Deck
3/16″ 3/8″