FS-200 Series

Description :

1-5/8" x 1-5/8" Channel x 12 Gauge

Width :

1-5/8"

Height :

1-5/8"

Gauge :

Thickness :

.098

Weight Per FT :

1.81

FS-200 Series

I = Moment of Inertia S = Section Modulus R = Radius of Gyration

Pre-Galvanized (PG) – G90 per ASTM A653 (0.90 oz/sq ft; 0.77 mil thickness) Meets physical requirements of Grade 33
Plain (PL) – ASTM A1011 (Meets physical requirements of Grade 33)
Green (GR)
Hot Dip Galvanized (HD) – ASTM A123 Grade 85 (3.3 mil thickness) Meets physical requirements of Grade 33
Gold (GD) – ASTM B633 Type II SC2 with yellow chromate (0.30 mil thickness)
Aluminum (AL) – 6005-T5 (Exceeds 6063-T6 strength)
Stainless Steel (Type 316 [ST6] or 304 [ST4]) – ASTM A240
Custom colors available upon request

Short Slots (SS) 1-1/8" x 9/16" Slots 2" on Center
Long Slots (SL) 3" x 13/32" Slots 4" on Center
Universal Slots (US) 1-1/8" x 13/32" and 1-1/8" x 9/16" Slots 2" on Center
Holes (H) 9/16" Holes 1-7/8" on Center
Knockouts (KO) 7/8" Diameter Knockouts 6" on Center
Custom channel fabrications available upon request

TOTAL STATIC LOAD in LBS.
Upper line is MAXIMUM ALLOWABLE UNIFORM LOAD creating 25,000 PSI Bending Stress about the X-Axis based on SIMPLE BEAM condition.
Lower line shows TOTAL UNIFORM LOAD which produces a defl ection of 1/240th of the SPAN, (i.e.; 1/2" Def. for 120" Span)
Multiply values in upper line by 0.5 to obtain ALLOWABLE CENTER CONCENTRATED LOAD at 25,000 PSI Stress. Defl ection by 0.8.
Load limited by spot weld shear.
For punched channel, reduce weld limited loads by 0.75 due to 4" weld spacing.
*** Load controlled by 25,000 PSI design stress.

24"	30"	36"	42"	48"	60"	72"	84"	96"	108"	120"
9,050	8,090	7,185	6,370	5,650	4,470	3,615	3,040	2,615	2,285	2,015

COLUMN LOADS are allowable axial loads applied at the section centroid. Loads applied at the slot face must be reduced for Eccentricity.
ALLOWABLE COLUMN LOADS shown are based upon an effective length factor K = 0.8 standard engineering practice required for evaluation of other conditions.