H-132-RS3

Name: H-132-RS3
Brand: Haydon

Overview

H-132 Channel With Holes on all 3 Sides

H-132-RS3 strut channels are manufactured in a 1⁵/₈" x 1⁵/₈" configuration from 12 gauge steel, weighing 179 lbs. per 100 feet. H-132 strut is the most common, and typically the standard, 12 gauge channel specified for numerous applications. Sometimes known as "deep" strut, it is commonly used for MEP supports, trapeze, seismic bracing, and many other applications. It is available "slotted" or with several other pre-punched hole and weld configurations.

12 Gauge Channel
1⁵/₈" X 1⁵/₈"
Weight/100 ft. - 179 lbs.

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Specifications

Materials

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

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 A240
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 in this section include a safety factor of 1.68 for beam loads and 1.80 for column loads.
When calculating load at center of span, multiply load from table by 0.5 and deflection by 0.8.
When calculating beam and column loads for aluminum, multiply by 33%.

NOTES

Other materials, finishes, lengths, and configurations are available upon request. Please contact us for other product availability.

Technical Information

H-132-RS3 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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