Product Specification Sheet/Product Submittal Sheet

Structural Stud 6.00" 18gauge CSJ Structural Steel StudsProduct Description: 600S162-43

Gauge: 18 gauge (43 mils)Design Thickness: .043 - .045"Web Width: 6.00"Flange Height: 1-5/8" (1.625")Strengthening Lip: 1/2" (.500")Inside Corner Radii: .099"Yield Strength: 33 ksi and 50 ksi as specified

Conforms to: ASTM A653-11 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized or Zinc-Iron Alloy- Coated (Galvannealed) by the Hot-Dipped Process and ASTM C955-03 Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Track) , and Bracing or Bridging for Screw Application of Gypsum Panels...

x

x

y

y

Limiting Curtain Wall Heights

Wind Load and Deflection Criteria

5 p.s.f. 15 p.s.f. 25 p.s.f. 40 p.s.f. 50 p.s.f.

MemberSpacing(in.) O.C.

L/240ft.-in.

L/360ft.-in.

L/600ft.-in.

L/720ft.-in.

L/240ft.-in.

L/360ft.-in.

L/600ft.-in.

L/720ft.-in.

L/240ft.-in.

L/360ft.-in.

L/600ft.-in.

L/720ft.-in.

L/240ft.-in.

L/360ft.-in.

L/600ft.-in.

L/720ft.-in.

L/240ft.-in.

L/360ft.-in.

L/600ft.-in.

L/720ft.-in.

600S162-43 12 31-0 27-1 22-10 21-6 21-6 18-9 15-10 14-11 18-2 15-10 13-4 12-7 15-6 13-7 11-5 10-9 14-5 12-7 10-7 9-11

16 28-2 24-7 29-0 19-6 19-7 17-1 14-5 13-6 16-5 14-5 12-2 11-5 14-1 12-4 10-5 9-9 13-1 11-5 9-8 9-1

24 24-7 21-6 18-2 17-1 17-1 14-11 12-7 11-10 14-5 12-7 10-7 9-11 12-4 10-9 9-1 8-7 11-5 10-0 8-5 7-11

Structural Stud Section PropertiesGROSS EFFECTIVE 33ksi TORSIONAL

Section

DesignThickness

(in.)AREA(in.2)

WEIGHT(lb/ft)

Ixx

(in.4)

Sxx

(in.3)Rx

(in.)

Iyy

(in.4)Ry

(in.)

Ixx

(in.4)

Sxx

(in.3)Ma

(in/lb)Va

(lb.)Ycg

(in.)Jx1000

(in.4)

Cw

(in. 6)Xo

(in.)Ro

(in.) B600S162-33 0.0346 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.577 11,400 612 3.039 0.137 0.851 -1.091 2.595 0.823600S162-43 0.0451 0.447 1.52 2.316 0.772 2.276 0.148 0.576 2.316 0.767 16,680 1,358 3.007 0.303 1.082 -1.081 2.585 0.825600S162-54 0.0566 0.556 1.89 2.860 0.953 2.267 0.218 0.570 2.860 0.927 27,760 2,708 3.034 0.594 1.318 -1.072 2.572 0.826600S162-68 0.0713 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.164 38,460 5,468 3.011 1.174 1.596 -1.061 2.554 0.828

362S162-33 0.0346 and 362S162-43 0.0451 20ga. and 18ga. Material calculated at Fy = 33ksi steel