AS - 132 Channel | Channels

Call to order - 704-375-0776

Notes: Stock in pre-galvanized, plain, powder coated Super-Green, zinc trivalent, PVC coated and aluminum, in 10 & 20 ft lengths. Also available in Stainless Steel 304 & 316 alloys. Other materials, finishes and lengths are available upon request.

Weight: Wt/100 Ft: 194

Section Properties
Wt./Ft. Lbs	Area of Section Sq. In.	X-X Axis I in4	X-X Axis S in3	X-X r in.	X-X Axis I in4	Y-Y Axis S in3	Y-Y Axis r in.
1.94	0.552	0.19	0.208	0.584	0.236	0.3	0.65
I = Moment of Inertia S = Section Modulus r = Radius of Gyration

Static Beam Loads
Span	Max Allow. Uniform Load	Defl. at Uniform Load	Uniform Load at. Span/180 Defl.	Uniform Load at Defl. Span/240 Defl.	Uniform Load at Defl. Span/360 Defl.	Weight of Channel	Lateral Bracing Reduction Factor
12	3,480	0.01	3,480	3,480	3,480	1.9	1.00
18	2,320	0.03	2,320	2,320	2,320	2.9	1.00
24	1,740	0.06	1,740	1,740	1,740	3.9	1.00
30	1,390	0.09	1,390	1,390	1,310	4.9	0.97
36	1,160	0.13	1,160	1,160	910	5.8	0.93
42	990	0.17	990	990	670	6.8	0.90
48	870	0.23	870	770	510	7.8	0.87
60	700	0.35	660	490	330	9.7	0.82
72	580	0.51	460	340	230	11.6	0.77
84	500	0.69	340	250	170	13.6	0.74
96	430	0.90	260	190	130	15.5	0.70
108	390	1.14	200	150	100	17.5	0.67
120	350	1.14	160	120	80	19.4	0.64
144	290	2.03	110	90	60	23.3	0.59
168	250	2.77	80	60	40	27.2	0.54
180	230	3.18	70	50	40	29.1	0.52
192	220	3.61	60	50	NR	31.0	0.50
216	190	4.57	50	40	NR	34.9	0.46
240	170	5.65	40	NR	NR	38.8	0.43

Column Loading Data
Unbraced Height	Max Allow. Load at Slot Face	Max Column Load @ C.G. k=0.65	Max Column Load @ C.G. k=0.80	Max Column Load @ C.G. k=1.00	Max Column Load @ C.G. k=1.20
12	3,850	12,240	11,940	11,480	10,960
18	3,710	11,540	10,960	10,130	9,290
24	3,530	10,690	9,850	8,740	7,710
30	3,330	9,780	8,740	7,470	6,380
36	3,120	8,880	7,710	6,380	5,310
42	2,910	8,020	6,800	5,470	4,430
48	2,710	7,240	6,000	4,690	3,810
60	2,340	5,910	4,690	3,630	2,960
72	2,040	4,840	3,810	2,960	2,400
84	1,800	4,040	3,200	2,480	1,980
96	1,600	3,480	2,750	2,110	1,670
108	1,440	3,050	2,400	1,820	**
120	1,290	2,700	2,110	**	**
144	1,060	2,180	1,670	**	**
168	**	1,790	**	**	**
180	**	**	**	**	**
192	**	**	**	**	**
216	**	**	**	**	**
240	**	**	**	**	**

#Bearing Load may limit load

NR = Not Recommended

**Not recommended - KL/r exceeds 200

Notes

The beam capacities shown above include the weight of the strut beam. The beam weight must be subtracted from these capacities to arrive at the net beam capacity.
Allowable beam loads are based on a uniformly loaded, simply supported beam. For capacities of a beam loaded at mid span at a single point, multiply the beam capacity by 50% and deflection by 80%.
The above chart shows beam capacities for strut without holes. For strut with holes, multiply by the following:
- OS by 88%
- OS3 by 90%
- RS ( 9/16 holes ) by 88%
- RS3 ( 9/16 holes ) by 88%
- RS-MOD ( 3/4 holes ) by 85%
- RS-MOD2 ( 9/16 holes ) by 88%
- KO by 82%

EMAIL US ABOUT THIS PRODUCT

For Assistance:

AS - 132

Notes