Intertek Directory of Building Products

PRODUCT COVERED
CODE COMPLIANCE RESEARCH REPORT 

Products Covered	Evaluation Method	Building Code	CCRR Number
UMS EQ Stud and EQ Track Web depths 1-5/8'', 2-1/2", 3-1/2", 3-5/8", 4", 6" Steel thicknesses: 15 mil and 18 mil	AISI S100 AISI S220	2024, 2021, 2018 IBC 2024, 2021, 2018 IRC	CCRR-0540
UMS EQ Stud and UMS EQ Track Web depths 1-5/8'', 2-1/2", 3-5/8", 4", 6" Steel thicknesses: 18 mil	AISI S201 AISI S220	2020 NBC	CCRR-0609

 

COMPLIANCE for ASTM C645
Conforms to ASTM C645 for: Materials (steel and corrosion protection), dimensional tolerances, screw penetration performance and sectional properties. 

MODELS

Suspended Ceiling Members	Drywall Members
Furring Channels	Drywall Track	Drywall Stud
087F125-18 087F125-30 087F125-33 087F125-43 087F125-54	162T125-18 162T125-30 162T125-33 250T125-18 250T125-30 250T125-33 350T125-18 350T125-30 350T125-33 362T125-18 362T125-30 362T125-33 400T125-18 400T125-30 400T125-33 600T125-30 600T125-33	162S125-18 162S125-30 162S125-33 250S125-18 250S125-30 250S125-33 350S125-18 350S125-30 350S125-33 362S125-18 362S125-30 362S125-33 400S125-18 400S125-30 400S125-33 600S125-30 600S125-33
U Channels
075U050-54 150U050-54 200U050-54

The section designator defines the cold-formed steel framing member dimensions as follows:
Example: 162S125-18
162 designates the member web depth in 100ths of an inch, 162 = 1.62 in.
S designates the type of member, S = Stud, T = Track, F = Furring Channel, U = U Channel
125 designates the member flange width in 100ths of an inch for studs, 125 = 1.25 in. (31.8 mm);
18 designates the steel thickness (18 mil.)

Sectional properties:

Stud Section Properties
				Gross Properties	Effective Properties
Section Designation	Design Thickness	Minimum Base Steel Thickness	Fy	Area	Ixe		Moment
	in (mm)	in (mm)	(ksi)	in2 (mm2)	in4               1000 mm4		in-k              (N-m)
162S125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.081 (54)	0.034	14	0.67	76
162S125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.132 (85)	0.060	25	1.19	135
162S124-33	0.0346 (0.879)	0.0329 (0.835)	33	0.145 (94)	0.066	27	1.37	155
250S125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.097 (63)	0.091	38	1.03	117
250S125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.159 (102)	0.159	66	2.09	236
250S125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.176 (114)	0.175	73	2.4	271
350S125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.115 (74)	0.203	84	1.42	161
350S125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.190 (123)	0.346	144	2.96	335
350S125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.210 (135)	0.382	159	3.45	390
362S125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.118 (76)	0.221	92	1.48	167
362S125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.194 (125)	0.376	157	3.08	348
362S125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.215 (138)	0.415	173	3.59	406
400S125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.125 (81)	0.281	117	1.64	186
400S125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.206 (133)	0.474	197	3.44	389
400S125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.228 (147)	0.524	218	4.01	454
600S125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.268 (173)	1.223	509	5.39	610
600S125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.297 (192)	1.378	574	6.32	715
Track Section Properties
				Gross Properties	Effective Properties
Section Designation	Design Thickness	Minimum Base Steel Thickness	Fy	Area	Ixe		Moment
	in (mm)	in (mm)	(ksi)	in2 (mm2)	in4                  1000 mm4		in-k           (N-m)
162T125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.078 (50)	0.019	8	0.37	42
162T125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.128 (83)	0.044	18	0.93	105
162T125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.142 (92)	0.054	22	1.08	122
250T125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.094 (61)	0.060	25	0.70	79
250T125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.155 (100)	0.133	55	1.68	190
250T125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.172 (111)	0.156	65	1.96	222
350T125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.113 (73)	0.148	62	1.07	121
350T125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.186 (120)	0.311	129	2.75	311
350T125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.207 (134)	0.396	165	3.33	377
362T125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.116 (75)	0.162	67	1.12	127
362T125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.19 (123)	0.340	142	2.89	327
362T125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.211 (136)	0.396	165	3.33	377
400T125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.123 (79)	0.220	92	1.51	171
400T125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.201 (130)	0.438	182	3.30	373
400T125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.224 (145)	0.507	211	3.86	437
600T125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.263 (170)	1.236	514	5.45	616
600T125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.294 (190)	1.402	584	6.45	730
Hat Furring Channel Section Properties
				Gross Properties	Effective Properties
Section Designation	Design Thickness	Minimum Base Steel Thickness	Fy	Area	Ixe		Moment
	in (mm)	in (mm)	(ksi)	in2 (mm2)	in4              (1000 mm4)		in-k          (N-m)
087F125-18	0.0188 (0.478)	0.0179 (0.454)	33	0.074 (47)	0.006	2	0.375	42
087F125-30	0.0312 (0.792)	0.0296 (0.752)	33	0.119 (77)	0.014	6	0.630	71
087F125-33	0.0346 (0.879)	0.0329 (0.835)	33	0.133 (86)	0.017	7	0.776	88
087F125-43	0.0452 (1.140)	0.0429 (1.090)	33	0.172 (111)	0.022	9	1.008	114
087F125-54	0.0566 (1.440)	0.0538 (1.370)	33	0.215 (139)	0.025	10	1.202	136
U Channel  Section Properties
				Gross Properties	Effective Properties
Member	Design Thickness	Minimum Base Steel Thickness	Fy	Area	Ixe		Moment
	in (mm)	in (mm)	(ksi)	in2 (mm2)	in4                (1000 mm4)		in-k          (N-m)
075U075-54	0.0566 (1.440)	0.0538 (1.370)	33	0.089 (57)	0.0070	3	0.4615	52
150U150-54	0.0566 (1.440)	0.0538 (1.370)	33	0.132 (85)	0.040	17	1.222	138
200U200-54	0.0566 (1.440)	0.0538 (1.370)	33	0.160 (103)	0.082	34	1.511	171