H-132-OSA

Name: H-132-OSA
Brand: Haydon

Overview

H-132 Back to Back Welded Channel With Slots

H-132-OSA strut channels are the most common and typically the standard 12 gauge back-to-back welded channels specified for numerous applications. This configuration allows for attachment to both the top and bottom of the strut. It is most commonly used for MEP supports, trapeze, seismic bracing, columns, and long spans. Sometimes referred to as "deep" strut, it provides versatility and strength for a wide range of construction and support needs.

12 Gauge Back-to-Back Welded Channel
3-1/4" X 1-5/8"
Weight/100 ft. - 378 lbs.

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Specifications

Material

H-Strut channels are produced from prime structural metals covered by the following specifications.

(See the technical section for additional information.)

Aluminum (Type 6063-T6) – ASTM B221
Plain Steel – ASTM A1011 SS Grade 33
Pre-Galvanized Steel – ASTM A653 SS Grade 33, G90
Stainless Steel (Type 304 & 316L) – ASTM A-240
Other materials and specifications are available upon request.

Finishes

H-Strut is available in powder-coated and zinc trivalent. Other finishes are available upon request.

Hot-Dip Galvanized – ASTM A123
Zinc Trivalent Chromium (ZTC) – ASTM B633
Powder-Coated

Loading Data

Load capacities include a safety factor of 1.68 for beam loads and 1.80 for column loads.
When calculating load at the center of the span, multiply load from the table by 0.5 and deflection by 0.8.
When calculating beam and column loads for aluminum, multiply by 33%.

Length Information

H-Strut channels are produced in standard 10' and 20' lengths with a tolerance of ±¹⁄₈". Other lengths are available upon request.

Technical Information

H-132-OSA strut channels are produced in standard 10' and 20'lengths with a tolerance of ±¹⁄₈.

Other lengths are available upon request.

Span or Unbraced Height(in)	Static Beam Load (X-X Axis)						Max. Allowable Load at Slot Face(lbs)	Column Loading Data
	Max Allowable Uniform Load(lbs)	Deflection at Uniform Load(in)	Uniform Load at Deflection					Max. Column Load Applied at C.G.
	Max Allowable Uniform Load(lbs)	Deflection at Uniform Load(in)	Span/180 Deflection(lbs)	Span/240 Deflection(lbs)	Span/360 Deflection(lbs)	Weight of Channel(lbs)		k=.65(lbs)	k=.80(lbs)	k=1.0(lbs)	k=1.2(lbs)
24	1,750	0.06	1,750	1,750	1,750	3.9	3,670	10,790	9,920	8,770	7,700
36	1,170	0.13	1,170	1,170	910	5.8	3,320	8,910	7,700	6,330	5,220
48	870	0.22	870	770	510	7.8	2,900	7,210	5,930	4,600	3,720
60	700	0.35	650	490	330	9.7	2,510	5,840	4,600	3,560	2,900
72	580	0.50	450	340	230	11.6	2,200	4,740	3,720	2,900	2,360
84	500	0.69	330	250	170	13.6	1,970	3,960	3,130	2,430	1,950
96	430	0.88	260	190	130	15.5	1,760	3,400	2,700	2,080	1,650
108	390	1.14	200	150	100	17.5	1,610	2,980	2,360	1,790	**
120	350	1.40	160	120	80	19.4	1,470	2,650	2,080	**	**
144	290	2.01	110	90	60	23.3	1,230	2,140	1,650	**	**
168	250	2.75	80	60	40	27.2	**	1,790	**	**	**
192	210	3.45	60	50	NR	31.0	**	**	**	**	**
216	190	4.55	50	40	NR	34.9	**	**	**	**	**
240	170	5.46	40	NR	NR	38.8	**	**	**	**	**

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