ICBO Catalog Front USA Cover - Steeler · steeler® steel framing products steeler® slotted stud®...
44
STEELER ® STEEL FRAMING PRODUCTS STEELER ® SLOTTED STUD ® 1-800-275-2279 ICC-ES REPORT ESR-2054 Reissued July 1, 2011 1 800 275 2279
Transcript of ICBO Catalog Front USA Cover - Steeler · steeler® steel framing products steeler® slotted stud®...
STEELER ® STEEL FRAMING PRODUCTSSTEELER ® SLOTTED STUD®
1-800-275-2279
ICC-ES REPORT ESR-2054Reissued July 1, 2011
1 800 275 2279
gabelj
Steeler Logo
*Denotes availability in zinc coating
Product Lines
FASTENERS Steeler Product Offerings
Super Steelers™*
Hi-Lo Super Steelers™
Super Woodies™*
Super Framer*
Super Lathers*
Super Hex Framers*
Super Laminating
Flat Stock
Shaftwall Studs
J Track
Z-Furring Channel
Custom Brake Shapes
Steeler Slotted Studs™
Pony Wall Supports
TOOLS & ACCESSORIES Steeler Product Offerings
Bit Tips & Bit Tip Holders
Magnetic Nut Runners
Chop Saw Blades
DeWalt
Empire Levels
Kett Tool Company
ToolPro
Pacific Laser Systems
Wal-Board Tools
Ramset Fastening Systems
3M Construction Supplies
And more...
INTERIOR FINISHING & DRYWALL Steeler Product Offerings
Hanger Wire
U-Hank Tie Wire
Engineered Slide Clips
National Gypsum
The Steel Network
Knauf Insulation
Westpac Materials
Products from USG
Murco Wall Products
Award Metals Corner Beads
Trim-Tex Drywall Products
And more...
INTERIOR & EXTERIOR FRAMING
Steeler Manufactured Products
Steel Studs & Track
Smooth Products™
Slotted Track
Sound Resilient Channel
Furring Channel
Cold-Rolled Channel
Angle
Rust Resistant Screws
Drywall Drillers*
Cement Board Screws
Super Framing Drillers*
Wafer Head Drillers*
Super Hex Drillers*
And more...
ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report.
Copyright © 2011 Page 1 of 30 1000
ICC-ES Evaluation Report ESR-2054 Reissued July 1, 2011 This report is subject to renewal in two years.
www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ®
DIVISION: 05 00 00—METALS Section: 05 40 00—Cold-Formed Metal Framing Section: 05 41 00—Structural Metal Stud Framing Section: 05 42 00—Cold-Formed Metal Joists Framing REPORT HOLDER: STEELER, INC. 10023 MARTIN LUTHER KING JR WAY SOUTH SEATTLE, WASHINGTON 98178 (206) 725-2500 www.steeler.com EVALUATION SUBJECT: COLD-FORMED STEEL FRAMING 1.0 EVALUATION SCOPE
Compliance with the following code:
2006 International Building Code® (IBC)
Property evaluated:
Structural
2.0 USES
2.1 S-Members:
S-members are used as load-bearing and nonload-bearing studs and joists in light-framed steel construction. S-members with a galvanized coating of G40 are limited to use in interior nonload-bearing walls with lateral loads of 5 psf or less.
2.2 T-Members:
T-members are used as tracks in load-bearing and nonload-bearing walls of light-framed steel construction. T-members with a galvanized coating of G40 are limited to use in interior nonload-bearing walls with lateral loads of 5 psf or less.
2.3 U-, F-, and Z-, and A-Members:
U-members are used in applications such as bridging and bracing and as main runners of suspended ceilings. F- and Z-members are used in applications such as furring for gypsum board and other sheathing materials. Z-members are also used as secondary framing members, such as purlins and girts. A-members are used for angle clips, struts, bridging and other miscellaneous framing.
3.0 DESCRIPTION
3.1 General:
The Steeler, Inc., cold-formed framing members are cold-formed from coils of steel at the Steeler facilities in Seattle,
Washington, and Newark, California. Framing members include S-members (C-sections), T-members (tracks), U-members (channels), F-members (hat-sections), Z-members (Z-shapes) and A-members (angles).
3.2 Materials:
Framing members having thickness designations of 30 mils or less are cold-formed from steel coils conforming to ASTM A 653 SS Grade 33 or Grade 50, Class 1, galvanized with a minimum G40 coating; or ASTM A 1003 Nonstructural Grade 33 (NS33). Framing members having thickness designations of 33 mils or more are cold-formed from steel coils conforming to ASTM A 653 SS Grade 33 or Grade 50, Class 1, galvanized with a minimum G60 coating; ASTM A 1003 Structural Grade 33 Type H (ST33H); or ASTM A 1003 Structural Grade 50 Type H (ST50H). The framing members have uncoated minimum base-metal thicknesses ranging from 18 to 118 mils [0.0179 to 0.118 inch (0.46 to 3.15 mm)], with design thicknesses as shown in the tables in this report.
3.3 S-Members:
S-members have depths ranging from 1.62 inches to 16 inches (41 to 406 mm) and widths ranging from 1.25 inches to 3.5 inches (32 to 89 mm). Dimensional details and available punch-outs are shown in Figures 1 and 2. Section properties of S-members are given in Table 1. The value for the coefficient β is determined as follows:
β = 1 - (xo/ro)2
where xo and ro are as shown in Table 1.
3.4 T-Members:
T-members (tracks) are available in depths to match available S-members. See Figure 2 and Table 2 for dimensions and section properties.
3.5 U-Members:
U-members are channels with a flange width of 0.5 inch (12.7 mm) and depths ranging from 0.75 inch to 2.5 inches (19.1 to 64 mm). Dimensions and section properties of U-members are given in Table 3.
3.6 F-Members:
F-members are single hat sections, available in depths ranging from 0.50 inch to 1.50 inches (12.7 to 38 mm). Dimensions and section properties of F-members are given in Table 4.
3.7 Z-Members:
Z-members are available in depths ranging from 1 inch to 16 inches (25.4 to 406 mm). Dimensions and section properties of Z-members are given in Table 5.
ESR-2054 | Most Widely Accepted and Trusted Page 2 of 30
3.8 A-Members:
A-members are equal-leg angle sections available in depths ranging from 1 inch to 71/2 inches (25 to 191 mm). Dimensions and section properties of A-members are given in Table 6.
4.0 DESIGN AND INSTALLATION
4.1 General:
Steeler, Inc., cold-formed steel members and their connections must be designed and installed in accordance with IBC Section 2210 using the section properties referenced in Section 3.
4.2 Design:
Nominal strength must be determined using the section properties shown in Tables 1 through 6. The allowable moments (Maxo) given in the section property tables are for use with Allowable Strength Design (ASD), and are for flexural members installed with the compression flange continuously braced. For other conditions of compression flange bracing, the allowable moment must be determined in accordance with the AISI North American Specification for the Design of Cold-formed Structural Steel, including 2004 Supplement (AISI-NAS).
4.3 Installation:
The Steeler, Inc., cold-formed steel members must be installed in accordance with the approved plans, the general requirements of Section C of AISI-General, and this report. The approved plans must be available at the jobsite at all times during installation.
S-members used as wall studs must be fastened to the top and bottom tracks with one screw at each flange. Where Sheathing Braced Design is used, the sheathing must be fastened to the top and bottom tracks in accordance with Section C3(b) of AISI-WSD. S-members used as floor or ceiling joists must be fastened to the supporting construction.
4.4 Fire-resistance-rated Construction:
Steeler cold formed steel framing may be used in fire-resistance-rated construction where noncombustible steel studs or joists of comparable size, shape and thickness are indicated in IBC Tables 720.1(2) and 720.1(3).
5.0 CONDITIONS OF USE
The Steeler cold-formed framing members described in this report comply with, or are suitable alternatives to what is specified in, the code indicated in Section 1.0 of this report, subject to the following conditions:
5.1 The Steeler, Inc., cold formed steel framing must be installed in accordance with this report, the IBC and the approved plans. In the case of conflict between this report and the submitted plans, this report governs.
5.2 Uncoated minimum steel thickness of cold-formed members, as delivered to the jobsite, must not be less than 95 percent of the design thickness stated in this report.
5.3 Complete plans and calculations verifying compliance with this report and the IBC must be submitted to the code official for each project. The calculations and drawings must be prepared and sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is constructed.
5.4 Products with a G40 coating are limited to use in interior, nonstructural, nonload-bearing walls, with a maximum transverse load of 5 psf (239 Pa).
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC-ES Acceptance Criteria for Cold-formed Steel Framing Members (AC46), dated February 2011.
7.0 IDENTIFICATION
Each Steeler, Inc., member recognized in this report must have a legible label, stamp or embossment, at a maximum of 48 inches (1219 mm) on center, indicating the manufacturer’s name (Steeler, Inc.); the evaluation report number (ESR-2054); the acronym “ICC-ES”; the minimum base-metal thickness (uncoated) in decimal inches or mils; minimum specified yield strength [if greater than 33 ksi (228 MPa)]; and coating grade (if G60 or greater).
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ESR-2054 | Most Widely Accepted and Trusted Page 3 of 30
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ESR-2054 | Most Widely Accepted and Trusted Page 4 of 30
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1112
ESR-2054 | Most Widely Accepted and Trusted Page 5 of 30
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ESR-2054 | Most Widely Accepted and Trusted Page 6 of 30
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ESR-2054 | Most Widely Accepted and Trusted Page 7 of 30
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ESR-2054 | Most Widely Accepted and Trusted Page 8 of 30
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ESR-2054 | Most Widely Accepted and Trusted Page 9 of 30
TA
BL
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PR
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51
ESR-2054 | Most Widely Accepted and Trusted Page 10 of 30
TA
BL
E 1
—S
-ME
MB
ER
(C
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AP
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SE
CT
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PR
OP
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TIE
S1,
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4 (C
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ME
MB
ER
ID
D
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IGN
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ION
FU
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PR
OP
ER
TIE
S
TO
RS
ION
AL
PR
OP
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TIE
S
33 K
SI E
FF
EC
TIV
E P
RO
PE
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50
KS
I EF
FE
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PR
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ESR-2054 | Most Widely Accepted and Trusted Page 11 of 30
TA
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(k-i
n)
Ieff
(i
n4 )
Ixe
(in
4 ) S
xe(t
)(i
n3 )
Vay
(k
ips)
Ae
(in
2 )
1400
S16
2-05
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1 3.
4311
23.
3030
4.8
050
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80 0
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1574
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768.
5657
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8730
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22
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680
19.7
470
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176
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20
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018
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2177
1.17
60.
3124
1400
S16
2-06
8 1.
2649
4.3
005
29.0
140
4.78
90
4.14
49
0.26
60 0
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00.
1923
2.14
3410
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8550
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06
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720
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240
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364
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4400
1400
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8320
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8.17
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1400
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00
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1400
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3112
1400
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2819
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0220
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1400
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00
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540
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01
1400
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3229
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176
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2470
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25
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1.17
60.
3266
1400
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580
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97
5.09
40
0.85
70 0
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50.
4207
2.37
9032
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2482
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386
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01
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020
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200
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364
0.57
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033
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1400
S25
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6.8
271
50.7
830
5.02
90
7.25
47
1.26
20 0
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70.
6280
6.92
3047
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05.
2489
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132.
840
50.6
110
48.9
820
6.72
276.
938
0.99
4618
8.73
049
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047
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06.
3036
6.93
80.
9193
1400
S25
0-11
8 2.
4314
8.2
669
60.9
240
5.00
57
8.70
34
1.47
60 0
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10.
7348
12.5
020
55.6
380
5.21
81-1
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816
7.82
060
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0 60
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08.
4929
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851.
2954
241.
880
60.7
430
58.8
110
8.07
8911
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1.20
43
1400
S30
0-05
4* 1
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7 3.
9872
31.
1990
5.1
579
4.45
70
1.08
00 0
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70.
4476
1.25
2039
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05.
4784
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56.4
45
29.1
340
24.1
920
2.85
651.
176
0.40
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26
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021
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02.
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1.17
60.
3390
1400
S30
0-06
8 1.
4823
5.0
399
39.4
050
5.15
59
5.62
93
1.39
90 0
.971
40.
5845
2.51
2051
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05.
4886
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118
83.7
14
38.1
240
33.7
930
4.23
642.
364
0.60
2110
8.82
036
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030
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03.
6346
2.36
40.
5128
1400
S30
0-09
7 2.
1097
7.1
729
55.6
940
5.13
80
7.95
63
1.99
50 0
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50.
8408
7.27
3074
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05.
4764
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265
144.
610
55.5
470
53.4
760
7.31
806.
938
1.07
5719
7.46
054
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050
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06.
5950
6.93
80.
9511
1400
S30
0-11
8 2.
5556
8.6
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66.9
030
5.11
65
9.55
76
2.34
70 0
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40.
9890
13.1
410
86.8
220
5.44
54-1
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418
4.64
066
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0 66
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09.
3441
11.2
851.
4196
256.
540
66.8
280
63.2
280
8.56
8311
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1.26
16
1400
S35
0-05
4* 1
.255
3 4.
2682
34.
9890
5.2
794
4.99
84
1.78
70 1
.193
30.
6590
1.34
1066
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05.
7987
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807
69.9
78
34.9
890
28.7
360
3.54
131.
176
0.48
6186
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33
.983
025
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02.
9052
1.17
60.
4058
1400
S35
0-06
8 1.
5736
5.3
502
43.6
480
5.26
67
6.23
54
2.20
60 1
.184
10.
8132
2.66
7081
.941
05.
7786
-2.0
621
99.4
97
43.6
480
38.5
440
5.03
512.
364
0.65
9512
3.21
043
.222
034
.211
04.
1152
2.36
40.
5614
1400
S35
0-09
7 2.
2215
7.5
532
61.0
000
5.24
01
8.71
43
3.01
50 1
.165
01.
1108
7.65
9011
1.15
005.
7366
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232
181.
720
61.0
000
59.3
490
8.33
246.
938
1.13
9022
9.61
060
.291
056
.372
07.
6690
6.93
80.
9661
1400
S35
0-11
8 2.
6923
9.1
537
73.3
620
5.22
01 1
0.48
03 3
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0 1.
1507
1.31
3013
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013
0.64
005.
7053
-1.9
941
225.
530
73.3
620
71.8
940
10.1
400
11.2
851.
5073
298.
640
73.3
620
71.1
640
9.97
5011
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1.35
90
1600
S12
5-06
8* 1
.309
8 4.
4533
35.
0200
5.1
710
4.37
75
0.08
80 0
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00.
0783
2.21
954.
6813
5.
1860
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990
60.9
67
31.8
060
28.8
320
3.08
532.
062
0.37
6184
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30
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027
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02.
8151
2.06
20.
3401
1600
S12
5-09
7 1.
8575
6.3
154
49.1
760
5.14
50
6.14
70
0.12
20 0
.256
00.
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6.40
386.
3896
5.
1600
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960
102.
1200
48.0
450
44.8
120
5.16
786.
042
0.64
4514
0.78
0046
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042
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04.
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6.04
20.
5800
1600
S12
5-11
8 2.
2774
7.7
432
60.4
530
5.15
20
7.55
66
0.16
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00.
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11.7
100
8.60
25
5.16
90-0
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013
7.26
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0 57
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9463
11.0
860.
9001
191.
4300
59.1
080
55.3
030
6.39
3711
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0.80
66
1600
S13
7-06
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3 4.
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38.
2500
5.2
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4.78
13
0.16
50 0
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00.
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2.31
018.
7261
5.
3270
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37
34.9
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150
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362.
062
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33
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030
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03.
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2.06
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1600
S13
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7 1.
9276
6.5
539
53.3
880
5.26
30
6.67
35
0.22
00 0
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00.
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6.64
5811
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05.
2910
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390
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120
49.0
970
5.68
786.
042
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4715
6.31
050
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05.
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6.04
20.
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1600
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65.2
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5.25
90
8.15
24
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00.
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12.1
250
14.5
480
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014
8.92
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9809
209.
020
63.8
280
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1411
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1600
S16
2-06
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2.38
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08
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036
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033
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2.06
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4409
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2-09
7 1.
9988
6.7
960
57.7
360
5.37
40
7.21
70
0.37
90 0
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00.
2730
6.89
1219
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05.
4250
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930
122.
980
56.5
240
53.5
070
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366.
042
0.78
5917
2.33
054
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051
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05.
7559
6.04
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7214
1600
S16
2-11
8 2.
4327
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711
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110
5.35
70
8.72
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0.45
50 0
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00.
3301
12.5
090
23.4
420
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70-0
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016
0.15
069
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0 67
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1046
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0554
225.
960
68.3
840
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7.54
7011
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19
1600
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7850
5.5
230
5.59
81
0.48
20 0
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2839
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7724
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6130
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230
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19
41.4
950
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880
4.28
732.
062
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4311
4.35
040
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036
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03.
8194
2.06
20.
4717
1600
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0-09
7 2.
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7.1
176
63.5
520
5.51
00
7.94
40
0.69
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00.
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7035
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6030
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400
137.
1600
62.3
020
59.3
950
6.94
106.
042
0.88
0519
3.81
0060
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8159
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8 2.
5556
8.6
891
77.2
730
5.49
90
9.65
91
0.85
80 0
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00.
5168
13.1
410
43.6
910
5.59
40-0
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017
8.43
0077
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0 74
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861.
1783
253.
5400
75.8
000
72.3
510
8.46
8111
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1.08
48
For
SI:
1 in
ch =
25.
4 m
m, 1
in2 =
645
mm
2 , 1 in
3 = 1
.64x
104 m
m3 , 1
in4 =
4.1
6x10
5 mm
4 , 1 in
6 = 2
.69x
108 m
m6 , 1
kip
-in =
113
.3 N
-m, 1
kip
= 4
.4 k
N
Not
es:
1. E
ffect
ive
prop
ertie
s in
clud
e pu
ncho
uts
with
the
exce
ptio
n of
Ieff.
2.
Use
effe
ctiv
e m
omen
t of i
nert
ia (
Ieff)
with
out p
unch
outs
for
defle
ctio
n ca
lcul
atio
ns.
3. M
embe
rs m
arke
d w
ith *
indi
cate
(h/
t) w
eb h
eigh
t to
thic
knes
s ra
tios
exce
edin
g 20
0 an
d le
ss th
an 2
60 w
hich
req
uire
web
stif
fene
rs. N
o ho
les/
punc
hout
s in
the
web
are
per
mitt
ed.
4. M
embe
r Id
entif
icat
ion
prov
ides
nom
inal
dim
ensi
ons
as s
how
n in
the
exam
ple
belo
w:
E
xam
ple:
140
0S35
0-06
8, 1
400=
14 in
ch d
epth
(D
epth
mea
sure
d fr
om o
utsi
de fa
ce to
out
side
face
of f
lang
es),
S=
C-S
ectio
n, 3
50=
3.50
inch
flan
ge w
idth
, 068
=th
ickn
ess
68 m
ils o
r 0.
0677
".
ESR-2054 | Most Widely Accepted and Trusted Page 12 of 30
TA
BL
E 2
—T
ME
MB
ER
(T
RA
CK
) S
EC
TIO
N P
RO
PE
RT
IES
1,2
ME
MB
ER
ID
D
ES
IGN
AT
ION
FU
LL
PR
OP
ER
TIE
S
TO
RS
ION
AL
PR
OP
ER
TIE
S
33 K
SI E
FF
EC
TIV
E P
RO
PE
RT
IES
50
KS
I EF
FE
CT
IVE
PR
OP
ER
TIE
S
Are
a (i
n2 )
Wt.
(l
b/f
t)
Ix
(in
4 ) rx
(i
n)
Iy
(in
4 ) R
y (i
n)
J 10
-3in
4 C
w
(in
6 ) r O
(i
n)
XO
(in
) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) A
e (i
n2 )
Max
o
(k-i
n)
Ixe
(in
4 ) S
xe(t
) (i
n3 )
Ae
(in
2 )
162T
100-
018
0.06
82
0.23
20
0.03
47
0.71
35
0.00
72
0.32
45
0.00
80
0.00
36
1.02
75
-0.6
644
0.47
9 0.
0251
0.
0243
0.
0346
--
- --
- --
- --
- 16
2T10
0-02
4 0.
0897
0.
3050
0.
0458
0.
7144
0.
0094
0.
3234
0.
0183
0.
0047
1.
0259
-0
.661
4 0.
693
0.03
54
0.03
51
0.05
53
0.97
7 0.
0337
0.
0326
0.
0478
16
2T10
0-02
7 0.
1026
0.
3487
0.
0524
0.
7148
0.
0107
0.
3228
0.
0274
0.
0054
1.
0248
-0
.659
6 0.
833
0.04
20
0.04
21
0.06
94
---
---
---
---
162T
100-
030
0.11
30
0.38
43
0.05
78
0.71
52
0.01
17
0.32
23
0.03
67
0.00
59
1.02
40
-0.6
582
0.95
2 0.
0476
0.
0482
0.
0816
--
- --
- --
- --
- 16
2T10
0-03
3 0.
1253
0.
4260
0.
0642
0.
7157
0.
0130
0.
3217
0.
0500
0.
0065
1.
0230
-0
.656
5 1.
099
0.05
43
0.05
56
0.09
67
---
---
---
---
162T
100-
043
0.16
31
0.55
44
0.08
39
0.71
72
0.01
67
0.31
99
0.11
06
0.00
85
1.02
01
-0.6
512
1.58
7 0.
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ESR-2054 | Most Widely Accepted and Trusted Page 13 of 30
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- 35
0T12
5-03
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1 3.
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0.33
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0.10
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---
---
---
---
350T
125-
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0.91
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1.39
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0.03
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1.59
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--
- --
- --
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- 35
0T12
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350T
150-
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350T
150-
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--
- --
- --
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- 35
0T15
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---
---
---
---
350T
150-
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0.22
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0.76
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--
- --
- --
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- 35
0T15
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---
---
---
---
350T
150-
054
0.36
72
1.24
85
0.76
16
1.44
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0.63
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0.31
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350T
150-
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0.46
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1.57
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0.97
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1.45
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0.09
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0.46
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0.78
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0T15
0-09
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35
0T20
0-03
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0.18
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---
---
---
---
350T
200-
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0.33
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1.14
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0.74
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--
- --
- --
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- 35
0T20
0-05
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350T
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--
- --
- --
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- 35
0T22
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350T
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- 35
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362T
100-
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- 36
2T10
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362T
100-
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- 36
2T10
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362T
100-
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0.86
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- 36
2T10
0-05
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0.
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2197
ESR-2054 | Most Widely Accepted and Trusted Page 14 of 30
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2T12
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362T
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ESR-2054 | Most Widely Accepted and Trusted Page 15 of 30
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550T
125-
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- --
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550T
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4170
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0.56
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00
0.35
50
ESR-2054 | Most Widely Accepted and Trusted Page 16 of 30
TA
BL
E 2
—T
ME
MB
ER
(T
RA
CK
) S
EC
TIO
N P
RO
PE
RT
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1,2 (
Co
nti
nu
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ME
MB
ER
ID
D
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IGN
AT
ION
FU
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TIE
S
TO
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PR
OP
ER
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33 K
SI E
FF
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RO
PE
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--
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--
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550T
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1.05
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550T
200-
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1.56
72
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550T
200-
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0.42
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1.45
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2.04
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4958
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550T
200-
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0.53
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1.82
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2.57
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2.19
13
0.19
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0.60
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0.57
34
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31
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0.66
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0.28
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550T
200-
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0.67
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550T
200-
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0.96
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1.39
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0.70
27
550T
200-
118
1.17
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0.41
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0.59
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2.40
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2.54
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38.3
72
5.79
98
1.94
18
1.11
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5.58
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1.83
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0.99
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550T
225-
043
0.45
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1.53
20
2.22
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2.66
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0.50
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---
---
---
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550T
225-
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0.56
53
1.92
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2.80
38
2.22
71
0.27
57
0.69
84
0.60
37
1.52
62
2.66
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50
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92
0.68
57
0.28
47
19.3
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0.64
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0.24
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550T
225-
068
0.71
19
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1.20
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1.92
28
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0.43
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26.3
52
2.84
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0.88
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0.37
15
550T
225-
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1.01
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2.25
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0.48
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0.68
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3.49
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30.4
36
4.73
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550T
225-
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1.23
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ESR-2054 | Most Widely Accepted and Trusted Page 17 of 30
TA
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4617
0.
1814
--
- --
- --
- --
-
600T
125-
054
0.48
04
1.63
34
2.34
44
2.20
91
0.05
40
0.33
53
0.51
30
0.37
62
2.29
30
-0.5
152
13.1
68
2.16
25
0.66
64
0.27
49
17.7
60
2.01
60
0.59
32
0.23
42
600T
125-
068
0.60
50
2.05
68
2.96
96
2.21
56
0.06
70
0.33
28
1.02
51
0.46
95
2.29
80
-0.5
111
18.1
17
2.89
94
0.91
68
0.41
50
25.7
35
2.78
40
0.85
95
0.35
77
600T
150-
030
0.28
07
0.95
45
1.43
36
2.25
98
0.05
12
0.42
70
0.09
11
0.34
68
2.40
16
-0.6
920
5.01
2 0.
9713
0.
2536
0.
0938
--
- --
- --
- --
-
600T
150-
033
0.31
13
1.05
83
1.58
97
2.26
00
0.05
66
0.42
64
0.12
42
0.38
37
2.40
13
-0.6
907
5.99
0 1.
1327
0.
3032
0.
1133
--
- --
- --
- --
-
600T
150-
043
0.40
55
1.37
86
2.07
21
2.26
06
0.07
31
0.42
46
0.27
49
0.49
64
2.40
04
-0.6
868
9.37
0 1.
6619
0.
4742
0.
1836
--
- --
- --
- --
-
600T
150-
054
0.50
87
1.72
96
2.61
13
2.26
56
0.09
08
0.42
25
0.54
32
0.61
99
2.40
38
-0.6
831
13.6
41
2.29
75
0.69
03
0.27
95
18.2
64
2.12
99
0.61
00
0.23
72
600T
150-
068
0.64
06
2.17
80
3.30
98
2.27
30
0.11
29
0.41
98
1.08
55
0.77
62
2.40
90
-0.6
787
19.0
62
3.11
12
0.96
47
0.42
48
26.7
21
2.96
30
0.89
25
0.36
41
600T
150-
097
0.91
31
3.10
44
4.77
97
2.28
80
0.15
67
0.41
43
3.14
79
1.09
07
2.41
96
-0.6
693
31.6
75
4.77
99
1.50
40
0.77
84
43.3
26
4.65
96
1.44
71
0.68
62
600T
150-
118
1.11
45
3.78
91
5.88
88
2.29
87
0.18
77
0.41
04
5.73
04
1.31
49
2.42
71
-0.6
622
41.4
30
5.88
88
1.83
03
1.03
50
61.6
73
5.88
88
1.83
03
0.95
01
600T
200-
033
0.34
59
1.17
59
1.91
28
2.35
17
0.12
63
0.60
43
0.13
80
0.83
39
2.64
80
-1.0
567
6.59
2 1.
2685
0.
3336
0.
1145
--
- --
- --
- --
-
600T
200-
043
0.45
06
1.53
20
2.49
39
2.35
26
0.16
35
0.60
23
0.30
55
1.08
14
2.64
67
-1.0
522
11.1
67
1.96
00
0.56
51
0.18
63
---
---
---
---
600T
200-
054
0.56
53
1.92
20
3.14
50
2.35
87
0.20
36
0.60
02
0.60
37
1.35
47
2.65
00
-1.0
483
15.0
23
2.59
63
0.76
02
0.28
49
21.5
04
2.49
49
0.71
83
0.24
09
600T
200-
068
0.71
19
2.42
05
3.99
02
2.36
75
0.25
40
0.59
74
1.20
64
1.70
31
2.65
52
-1.0
433
20.4
60
3.47
70
1.03
54
0.43
63
29.1
67
3.33
45
0.97
42
0.37
17
600T
200-
097
1.01
48
3.45
02
5.77
43
2.38
54
0.35
52
0.59
16
3.49
85
2.41
54
2.66
59
-1.0
329
33.0
31
5.47
17
1.67
16
0.81
85
47.0
63
5.25
34
1.57
19
0.71
06
600T
200-
118
1.23
87
4.21
14
7.12
55
2.39
85
0.42
74
0.58
74
6.36
90
2.93
32
2.67
36
-1.0
250
43.0
07
7.04
63
2.17
64
1.14
12
61.6
12
6.79
49
2.05
78
1.00
74
600T
225-
043
0.47
31
1.60
86
2.70
48
2.39
10
0.22
65
0.69
18
0.32
08
1.48
60
2.78
36
-1.2
461
11.2
39
2.02
42
0.56
88
0.18
72
---
---
---
---
600T
225-
054
0.59
36
2.01
83
3.41
18
2.39
74
0.28
23
0.68
97
0.63
39
1.86
33
2.78
67
-1.2
420
15.3
82
2.71
14
0.77
84
0.28
67
21.9
88
2.60
22
0.73
44
0.24
20
600T
225-
068
0.74
76
2.54
17
4.33
04
2.40
68
0.35
27
0.68
68
1.26
68
2.34
58
2.79
18
-1.2
369
21.0
07
3.63
98
1.06
31
0.43
99
29.8
81
3.48
42
0.99
80
0.37
41
600T
225-
097
1.06
56
3.62
31
6.27
15
2.42
60
0.49
43
0.68
10
3.67
38
3.33
69
2.80
22
-1.2
260
34.1
89
5.76
28
1.73
02
0.83
00
48.4
86
5.51
44
1.61
94
0.71
82
600T
225-
118
1.30
08
4.42
26
7.74
40
2.43
99
0.59
60
0.67
68
6.68
83
4.06
20
2.80
97
-1.2
178
44.8
85
7.46
32
2.27
14
1.16
35
63.8
39
7.16
22
2.13
22
1.02
21
600T
250-
043
0.49
57
1.68
53
2.91
57
2.42
53
0.30
26
0.78
13
0.33
61
1.97
44
2.92
97
-1.4
458
11.1
44
2.06
63
0.56
39
0.18
78
---
---
---
---
600T
250-
054
0.62
19
2.11
45
3.67
87
2.43
21
0.37
75
0.77
91
0.66
41
2.47
76
2.93
26
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415
15.6
99
2.81
95
0.79
45
0.28
81
21.9
61
2.66
90
0.73
35
0.24
29
600T
250-
068
0.78
32
2.66
29
4.67
06
2.44
20
0.47
20
0.77
63
1.32
72
3.12
26
2.93
75
-1.4
362
21.4
86
3.79
24
1.08
73
0.44
28
30.5
11
3.62
48
1.01
91
0.37
60
600T
250-
097
1.11
65
3.79
60
6.76
88
2.46
23
0.66
28
0.77
05
3.84
91
4.45
27
2.94
74
-1.4
251
35.1
79
6.03
30
1.78
03
0.83
90
49.7
17
5.75
79
1.66
05
0.72
42
600T
250-
118
1.36
29
4.63
37
8.36
20
2.47
70
0.80
00
0.76
62
7.00
76
5.43
07
2.95
46
-1.4
166
46.4
63
7.84
67
2.35
13
1.18
07
65.7
36
7.50
27
2.19
56
1.03
35
600T
300-
054
0.67
85
2.30
69
4.21
24
2.49
17
0.62
20
0.95
75
0.72
45
4.05
73
3.25
03
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546
16.2
40
3.01
80
0.82
18
0.29
02
21.6
50
2.76
93
0.72
31
0.24
43
600T
300-
068
0.85
45
2.90
53
5.35
10
2.50
24
0.77
88
0.95
47
1.44
80
5.12
19
3.25
46
-1.8
491
22.2
91
4.07
17
1.12
80
0.44
70
31.5
80
3.88
26
1.05
48
0.37
88
600T
300-
097
1.21
82
4.14
17
7.76
30
2.52
45
1.09
70
0.94
89
4.19
98
7.33
03
3.26
33
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373
36.8
01
6.52
44
1.86
24
0.85
20
51.7
61
6.20
24
1.72
88
0.73
28
600T
300-
118
1.48
71
5.05
60
9.59
90
2.54
06
1.32
70
0.94
46
7.64
63
8.96
63
3.26
96
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284
49.0
03
8.53
87
2.47
98
1.20
56
68.8
32
8.12
08
2.29
90
1.04
99
600T
350-
054
0.73
51
2.49
94
4.74
62
2.54
10
0.94
58
1.13
43
0.78
50
6.16
15
3.59
89
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823
16.6
85
3.19
64
0.84
44
0.29
16
21.4
24
2.85
95
0.71
56
0.24
53
600T
350-
068
0.92
58
3.14
77
6.03
10
2.55
24
1.18
50
1.13
15
1.56
88
7.78
76
3.60
25
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22.9
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4.32
25
1.16
12
0.45
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32.4
60
4.11
44
1.08
42
0.38
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600T
350-
097
1.31
99
4.48
75
8.75
80
2.57
60
1.67
30
1.12
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4.55
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11.1
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98
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644
38.0
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6.96
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1.92
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0.86
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53.4
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1.78
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600T
350-
118
1.61
13
5.47
83
10.8
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2.59
32
2.02
70
1.12
15
8.28
50
13.6
970
3.61
50
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551
50.9
86
9.15
44
2.58
02
1.22
27
71.2
86
8.67
30
2.38
10
1.06
12
ESR-2054 | Most Widely Accepted and Trusted Page 18 of 30
TA
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400-
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0.99
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1.42
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600T
400-
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800T
100-
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800T
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800T
125-
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1.60
86
3.77
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2.82
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0.04
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0.32
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2.87
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401
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3.01
58
0.64
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0.18
41
---
---
---
---
800T
125-
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0.59
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2.01
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4.74
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0.30
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800T
125-
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800T
150-
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0.34
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800T
150-
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2.12
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0.41
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0.11
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800T
150-
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0.49
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1.68
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4.14
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2.89
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0.07
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0.39
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0.33
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0.96
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12.9
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3.15
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0.65
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0.18
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800T
150-
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0.62
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2.11
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5.21
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2.89
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0.39
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4.04
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800T
150-
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0.78
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2.66
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2.90
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0.39
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1.32
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1.49
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27.9
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6.11
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1.41
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0.43
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37.6
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800T
150-
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1.11
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3.79
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0.16
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0.38
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3.84
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2.09
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800T
150-
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681
62.4
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11.6
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2.76
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800T
200-
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0.54
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1.83
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4.88
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3.00
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0.17
50
0.56
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0.36
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0.67
63
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---
---
---
---
800T
200-
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0.67
85
2.30
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6.15
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3.01
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0.21
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0.56
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20
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0.87
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0.24
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800T
200-
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0.85
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2.90
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7.78
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3.01
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0.27
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0.56
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121
29.4
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6.70
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1.49
22
0.44
73
39.2
76
6.19
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1.31
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0.37
90
800T
200-
097
1.21
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4.14
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11.2
130
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028
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800T
200-
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1.48
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5.05
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890
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0.45
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0.55
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7.64
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3.22
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800T
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800T
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800T
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800T
250-
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800T
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1.10
07
ESR-2054 | Most Widely Accepted and Trusted Page 19 of 30
TA
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10
.094
0 3.
9980
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.145
5 39
.499
11
.832
0 1.
9989
0.
4605
51
.731
10
.770
0 1.
7278
0.
3877
1000
T25
0-09
7 1.
5233
5.
1791
21
.762
0 3.
7798
0.
7520
0.
7028
5.
2516
14
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0 4.
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3 71
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19
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0 3.
6010
0.
8909
95
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18
.335
0 3.
2059
0.
7584
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T25
0-11
8 1.
8597
6.
3228
26
.728
0 3.
7911
0.
9080
0.
6987
9.
5620
17
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0 4.
0170
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5 93
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25
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0 4.
7286
1.
2762
13
2.62
0 24
.304
0 4.
4295
1.
0965
1000
T30
0-05
4 0.
9049
3.
0767
13
.427
0 3.
8521
0.
7140
0.
8884
0.
9663
13
.145
0 4.
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1 28
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9.
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1.
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0.
2989
35
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7.
9552
1.
1919
0.
2501
1000
T30
0-06
8 1.
1397
3.
8750
16
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0 3.
8605
0.
8940
0.
8856
1.
9313
16
.536
0 4.
2369
-1
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4 47
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13
.598
0 2.
3802
0.
4647
57
.088
11
.806
0 1.
9067
0.
3905
1000
T30
0-09
7 1.
6250
5.
5249
24
.436
0 3.
8779
1.
2580
0.
8799
5.
6020
23
.502
0 4.
2481
-1
.494
6 75
.148
21
.179
0 3.
8029
0.
9039
10
7.59
0 20
.363
0 3.
5935
0.
7670
1000
T30
0-11
8 1.
9839
6.
7451
30
.029
0 3.
8906
1.
5210
0.
8757
10
.201
0 28
.610
0 4.
2562
-1
.487
3 97
.997
27
.231
0 4.
9592
1.
3011
14
0.00
0 26
.163
0 4.
6759
1.
1129
1000
T35
0-05
4 0.
9615
3.
2691
14
.883
0 3.
9343
1.
0950
1.
0671
1.
0267
19
.905
0 4.
4923
-1
.887
6 28
.658
9.
3775
1.
4502
0.
3004
35
.745
8.
2138
1.
1939
0.
2511
1000
T35
0-06
8 1.
2110
4.
1174
18
.832
0 3.
9435
1.
3720
1.
0643
2.
0520
25
.066
0 4.
4976
-1
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7 46
.520
14
.002
0 2.
3542
0.
4677
56
.933
12
.193
0 1.
9016
0.
3924
1000
T35
0-09
7 1.
7267
5.
8706
27
.109
0 3.
9624
1.
9350
1.
0585
5.
9530
35
.710
0 4.
5086
-1
.872
5 77
.657
22
.428
0 3.
9299
0.
9129
11
0.91
0 21
.520
0 3.
7045
0.
7730
1000
T35
0-11
8 2.
1081
7.
1674
33
.330
0 3.
9762
2.
3430
1.
0542
10
.839
0 43
.550
0 4.
5166
-1
.864
8 10
1.68
0 28
.931
0 5.
1459
1.
3181
14
4.73
0 27
.717
0 4.
8341
1.
1242
1000
T40
0-06
8 1.
2823
4.
3598
20
.679
0 4.
0158
1.
9820
1.
2434
2.
1730
35
.926
0 4.
7807
-2
.276
5 46
.114
14
.379
0 2.
3337
0.
4699
56
.785
12
.543
0 1.
8966
0.
3939
1000
T40
0-09
7 1.
8284
6.
2164
29
.783
0 4.
0360
2.
8000
1.
2375
6.
3030
51
.270
0 4.
7911
-2
.265
8 79
.792
23
.581
0 4.
0380
0.
9196
11
3.77
0 22
.592
0 3.
8000
0.
7774
1000
T40
0-11
8 2.
2323
7.
5897
36
.630
0 4.
0509
3.
3950
1.
2332
11
.478
0 62
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0 4.
7988
-2
.257
8 10
4.78
0 30
.492
0 5.
3023
1.
3306
14
8.76
0 29
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0 4.
9685
1.
1324
1200
T12
5-05
4*
0.82
00
2.78
80
13.3
350
4.03
30
0.06
00
0.27
10
0.87
56
1.80
37
4.05
60
-0.3
370
29.4
89
10.6
030
1.49
23
0.28
58
38.5
34
9.59
97
1.28
70
0.24
14
1200
T12
5-06
8 1.
0328
3.
5114
16
.827
0 4.
0370
0.
0750
0.
2690
1.
7501
2.
2428
4.
0590
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0 43
.632
14
.855
0 2.
2081
0.
4370
57
.941
13
.663
0 1.
9352
0.
3722
ESR-2054 | Most Widely Accepted and Trusted Page 20 of 30
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T15
0-05
4*
0.84
83
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14.3
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0.
3787
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T15
0-09
7 1.
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25
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6196
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7290
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T15
0-11
8 1.
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6.
3228
31
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0 4.
1370
0.
2120
0.
3380
9.
5621
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1750
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1194
1.
1539
14
5.71
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8666
1.
0286
1200
T20
0-05
4*
0.90
49
3.07
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16.4
640
4.26
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0.23
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0.51
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63
6.65
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11.7
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1.58
30
0.29
59
40.4
44
10.5
660
1.35
08
0.24
81
1200
T20
0-06
8 1.
1397
3.
8750
20
.792
0 4.
2710
0.
2940
0.
5080
1.
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3630
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0 47
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16
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0 2.
3852
0.
4583
61
.674
15
.226
0 2.
0599
0.
3863
1200
T20
0-09
7 1.
6250
5.
5249
29
.808
0 4.
2830
0.
4110
0.
5030
5.
6022
11
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3730
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27
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0 4.
3024
0.
8832
11
4.49
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0 3.
8238
0.
7534
1200
T20
0-11
8 1.
9839
6.
7451
36
.535
0 4.
2910
0.
4950
0.
4990
10
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3800
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4.61
0 36
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8002
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2601
15
8.22
0 34
.288
0 5.
2845
1.
0859
1200
T22
5-05
4*
0.93
32
3.17
29
17.5
070
4.33
13
0.33
00
0.59
49
0.99
65
9.18
15
4.46
11
-0.8
873
31.6
56
12.1
030
1.60
20
0.29
77
40.8
41
10.8
300
1.36
41
0.24
93
1200
T22
5-06
8 1.
1753
3.
9962
22
.114
0 4.
3376
0.
4120
0.
5923
1.
9917
11
.511
0 4.
4661
-0
.883
4 47
.867
17
.266
0 2.
4224
0.
4620
62
.450
15
.652
0 2.
0858
0.
3887
1200
T22
5-09
7 1.
6758
5.
6977
31
.717
0 4.
3504
0.
5780
0.
5871
5.
7776
16
.246
0 4.
4762
-0
.875
1 87
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28
.864
0 4.
4064
0.
8947
11
6.69
0 26
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0 3.
8973
0.
7610
1200
T22
5-11
8 2.
0460
6.
9562
38
.888
0 4.
3597
0.
6960
0.
5832
10
.520
0 19
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4836
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1 11
8.40
0 37
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0 5.
9919
1.
2825
16
2.17
0 35
.596
0 5.
4164
1.
1006
1200
T25
0-05
4*
0.96
15
3.26
91
18.5
500
4.39
24
0.44
60
0.68
07
1.02
67
12.2
290
4.56
63
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464
31.9
69
12.4
020
1.61
78
0.29
91
41.1
70
11.0
740
1.37
51
0.25
02
1200
T25
0-06
8 1.
2110
4.
1174
23
.436
0 4.
3991
0.
5570
0.
6781
2.
0521
15
.347
0 4.
5715
-1
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3 48
.482
17
.744
0 2.
4535
0.
4649
63
.098
16
.046
0 2.
1075
0.
3906
1200
T25
0-09
7 1.
7267
5.
8706
33
.626
0 4.
4130
0.
7810
0.
6727
5.
9530
21
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0 4.
5821
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7 88
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29
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0 4.
4940
0.
9037
11
8.53
0 27
.598
0 3.
9590
0.
7669
1200
T25
0-11
8 2.
1081
7.
1674
41
.241
0 4.
4231
0.
9430
0.
6687
10
.839
0 26
.327
0 4.
5898
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4 12
1.45
0 39
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0 6.
1462
1.
2997
16
5.48
0 36
.803
0 5.
5271
1.
1120
1200
T30
0-05
4*
1.01
81
3.46
16
20.6
360
4.50
21
0.74
50
0.85
54
1.08
72
20.0
310
4.78
69
-1.3
833
32.4
60
12.9
410
1.64
26
0.30
11
41.6
81
11.5
130
1.39
22
0.25
15
1200
T30
0-06
8 1.
2823
4.
3598
26
.079
0 4.
5098
0.
9320
0.
8527
2.
1730
25
.176
0 4.
7923
-1
.378
9 49
.458
18
.610
0 2.
5029
0.
4691
64
.115
16
.760
0 2.
1414
0.
3934
1200
T30
0-09
7 1.
8284
6.
2164
37
.444
0 4.
5254
1.
3120
0.
8471
6.
3030
35
.721
0 4.
8035
-1
.369
8 91
.584
31
.585
0 4.
6347
0.
9167
12
1.45
0 29
.069
0 4.
0565
0.
7755
1200
T30
0-11
8 2.
2323
7.
5897
45
.947
0 4.
5369
1.
5860
0.
8429
11
.478
0 43
.434
0 4.
8116
-1
.362
9 12
6.38
0 41
.789
0 6.
3957
1.
3246
17
0.78
0 38
.993
0 5.
7041
1.
1284
1200
T35
0-05
4*
1.07
47
3.65
40
22.7
220
4.59
81
1.14
60
1.03
26
1.14
80
30.3
450
5.02
39
-1.7
409
34.2
47
13.7
150
1.73
31
0.30
26
42.9
44
12.0
210
1.43
43
0.25
25
1200
T35
0-06
8 1.
3536
4.
6022
28
.723
0 4.
6065
1.
4360
1.
0298
2.
2940
38
.180
0 5.
0294
-1
.736
3 54
.942
20
.358
0 2.
7804
0.
4721
67
.957
17
.813
0 2.
2698
0.
3953
1200
T35
0-09
7 1.
9301
6.
5622
41
.262
0 4.
6237
2.
0240
1.
0241
6.
6540
54
.297
0 5.
0407
-1
.726
7 10
1.60
0 34
.643
0 5.
1417
0.
9258
14
2.88
0 32
.944
0 4.
7722
0.
7815
1200
T35
0-11
8 2.
3565
8.
0119
50
.652
0 4.
6363
2.
4510
1.
0199
12
.117
0 66
.136
0 5.
0489
-1
.719
4 13
2.08
0 44
.426
0 6.
6839
1.
3416
18
9.15
0 42
.729
0 6.
3175
1.
1397
1200
T40
0-06
8 1.
4249
4.
8447
31
.367
0 4.
6918
2.
0800
1.
2083
2.
4150
54
.712
0 5.
2846
-2
.110
4 54
.776
20
.924
0 2.
7720
0.
4742
68
.015
18
.316
0 2.
2717
0.
3968
1200
T40
0-09
7 2.
0318
6.
9080
45
.080
0 4.
7104
2.
9380
1.
2025
7.
0050
77
.939
0 5.
2958
-2
.100
4 10
4.33
0 36
.330
0 5.
2799
0.
9324
14
1.72
0 33
.806
0 4.
7334
0.
7858
1200
T40
0-11
8 2.
4807
8.
4342
55
.358
0 4.
7240
3.
5620
1.
1982
12
.755
0 95
.058
0 5.
3039
-2
.092
8 13
5.98
0 46
.690
0 6.
8812
1.
3541
19
4.28
0 44
.822
0 6.
4890
1.
1479
1400
T12
5-05
4*
0.93
32
3.17
29
19.9
770
4.62
70
0.06
10
0.25
60
0.99
65
2.54
07
4.64
40
-0.3
020
34.9
31
15.0
420
1.76
77
0.28
74
45.4
47
13.5
370
1.51
79
0.24
25
1400
T12
5-06
8 1.
1754
3.
9962
25
.197
0 4.
6300
0.
0760
0.
2540
1.
9917
3.
1573
4.
6470
-0
.299
0 52
.040
21
.230
0 2.
6335
0.
4402
68
.684
19
.394
0 2.
2940
0.
3743
1400
T15
0-05
4*
0.96
15
3.26
91
21.3
920
4.71
70
0.10
50
0.33
00
1.02
67
4.24
87
4.74
60
-0.4
140
35.7
81
15.6
120
1.81
07
0.29
20
46.3
55
14.0
010
1.54
82
0.24
55
1400
T15
0-06
8 1.
2110
4.
1174
26
.988
0 4.
7210
0.
1300
0.
3280
2.
0521
5.
2964
4.
7500
-0
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0 53
.715
22
.165
0 2.
7183
0.
4499
70
.463
20
.154
0 2.
3535
0.
3807
1400
T15
0-09
7 1.
7267
5.
8707
38
.611
0 4.
7290
0.
1810
0.
3240
5.
9529
7.
3844
4.
7570
-0
.405
0 95
.535
36
.464
0 4.
8347
0.
8523
12
9.81
0 34
.151
0 4.
3356
0.
7350
1400
T15
0-11
8 2.
1081
7.
1674
47
.252
0 4.
7340
0.
2170
0.
3210
10
.839
0 8.
8586
4.
7620
-0
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0 12
4.33
0 46
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0 6.
2920
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1706
17
6.28
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.637
0 5.
8876
1.
0397
1400
T20
0-05
4*
1.01
81
3.46
16
24.2
220
4.87
80
0.24
20
0.48
70
1.08
72
9.45
02
4.94
80
-0.6
700
36.9
39
16.5
640
1.86
93
0.29
75
47.5
94
14.7
780
1.58
96
0.24
91
1400
T20
0-06
8 1.
2823
4.
3598
30
.572
0 4.
8830
0.
3020
0.
4850
2.
1729
11
.826
0 4.
9520
-0
.667
0 55
.969
23
.701
0 2.
8324
0.
4614
72
.866
21
.415
0 2.
4337
0.
3883
1400
T20
0-09
7 1.
8284
6.
2164
43
.776
0 4.
8930
0.
4220
0.
4800
6.
3035
16
.625
0 4.
9610
-0
.659
0 10
2.34
0 39
.787
0 5.
1789
0.
8923
13
6.61
0 36
.802
0 4.
5628
0.
7594
1400
T20
0-11
8 2.
2323
7.
5897
53
.611
0 4.
9010
0.
5070
0.
4770
11
.478
0 20
.073
0 4.
9600
-0
.654
0 13
9.68
0 52
.152
0 7.
0687
1.
2768
19
0.45
0 48
.999
0 6.
3609
1.
0969
1400
T22
5-05
4*
1.04
64
3.55
78
25.6
370
4.95
00
0.33
90
0.56
90
1.11
74
13.0
610
5.04
80
-0.8
120
37.3
58
16.9
780
1.89
06
0.29
92
48.0
41
15.1
160
1.60
46
0.25
03
1400
T22
5-06
8 1.
3180
4.
4810
32
.364
0 4.
9550
0.
4240
0.
5670
2.
2334
16
.366
0 5.
0530
-0
.808
0 56
.783
24
.366
0 2.
8736
0.
4651
73
.732
21
.963
0 2.
4627
0.
3907
1400
T22
5-09
7 1.
8792
6.
3893
46
.359
0 4.
9670
0.
5930
0.
5620
6.
4788
23
.070
0 5.
0620
-0
.800
0 10
4.62
0 41
.152
0 5.
2946
0.
9039
13
9.05
0 37
.938
0 4.
6442
0.
7670
1400
T22
5-11
8 2.
2944
7.
8008
56
.791
0 4.
9750
0.
7150
0.
5580
11
.797
0 27
.912
0 5.
0690
-0
.795
0 14
3.75
0 54
.192
0 7.
2744
1.
2992
19
4.84
0 50
.707
0 6.
5076
1.
1117
ESR-2054 | Most Widely Accepted and Trusted Page 21 of 30
TA
BL
E 2
—T
ME
MB
ER
(T
RA
CK
) S
EC
TIO
N P
RO
PE
RT
IES
1,2 (
Co
nti
nu
ed)
ME
MB
ER
ID
D
ES
IGN
AT
ION
FU
LL
PR
OP
ER
TIE
S
TO
RS
ION
AL
PR
OP
ER
TIE
S
33 K
SI E
FF
EC
TIV
E P
RO
PE
RT
IES
50
KS
I EF
FE
CT
IVE
PR
OP
ER
TIE
S
Are
a (i
n2 )
Wt.
(l
b/f
t)
Ix
(in
4 ) rx
(i
n)
Iy
(in
4 ) R
y (i
n)
J 10
-3in
4 C
w
(in
6 ) r O
(i
n)
XO
(in
) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) A
e (i
n2 )
Max
o
(k-i
n)
Ixe
(in
4 ) S
xe(t
) (i
n3 )
Ae
(in
2 )
1400
T25
0-05
4*
1.07
47
3.65
40
27.0
520
5.01
70
0.45
90
0.65
30
1.14
76
17.4
190
5.15
00
-0.9
610
37.7
09
17.3
620
1.90
83
0.30
06
48.4
14
15.4
290
1.61
70
0.25
12
1400
T25
0-06
8 1.
3536
4.
6022
34
.155
0 5.
0230
0.
5730
0.
6510
2.
2938
21
.848
0 5.
1550
-0
.957
0 57
.466
24
.982
0 2.
9081
0.
4680
74
.456
22
.469
0 2.
4868
0.
3926
14
00T
250-
097
1.93
01
6.56
22
48.9
430
5.03
60
0.80
40
0.64
60
6.65
40
30.8
640
5.16
50
-0.9
490
106.
540
42.4
110
5.39
15
0.91
28
141.
090
38.9
880
4.71
23
0.77
29
1400
T25
0-11
8 2.
3565
8.
0119
59
.970
0 5.
0450
0.
9700
0.
6420
12
.117
0 37
.404
0 5.
1720
-0
.943
0 14
7.16
0 56
.064
0 7.
4470
1.
3164
19
8.51
0 52
.279
0 6.
6301
1.
1230
1400
T30
0-05
4*
1.13
13
3.84
64
29.8
810
5.13
94
0.77
00
0.82
48
1.20
81
28.5
830
5.35
97
-1.2
779
38.2
61
18.0
550
1.93
62
0.30
27
48.9
96
15.9
930
1.63
65
0.25
26
1400
T30
0-06
8 1.
4249
4.
8448
37
.741
0 5.
1465
0.
9630
0.
8221
2.
4150
35
.906
0 5.
3651
-1
.273
8 58
.549
26
.099
0 2.
9629
0.
4722
75
.599
23
.388
0 2.
5250
0.
3954
14
00T
300-
097
2.03
18
6.90
80
54.1
090
5.16
06
1.35
50
0.81
66
7.00
50
50.8
810
5.37
58
-1.2
651
109.
600
44.6
920
5.54
66
0.92
59
144.
330
40.8
900
4.82
05
0.78
15
1400
T30
0-11
8 2.
4807
8.
4342
66
.329
0 5.
1709
1.
6380
0.
8126
12
.755
0 61
.813
0 5.
3836
-1
.258
7 15
2.61
0 59
.440
0 7.
7230
1.
3413
20
4.35
0 55
.123
0 6.
8252
1.
1394
1400
T35
0-05
4*
1.18
79
4.03
89
32.7
110
5.24
76
1.18
70
0.99
97
1.26
90
43.3
440
5.58
12
-1.6
167
38.6
73
18.6
690
1.95
71
0.30
41
49.4
25
16.4
880
1.65
08
0.25
35
1400
T35
0-06
8 1.
4962
5.
0872
41
.325
0 5.
2554
1.
4870
0.
9970
2.
5350
54
.505
0 5.
5868
-1
.612
3 59
.369
27
.094
0 3.
0044
0.
4752
76
.452
24
.200
0 2.
5535
0.
3974
14
00T
350-
097
2.13
35
7.25
38
59.2
750
5.27
10
2.09
70
0.99
13
7.35
50
77.4
110
5.59
79
-1.6
032
111.
960
46.7
340
5.66
60
0.93
49
146.
790
42.5
870
4.90
29
0.78
75
1400
T35
0-11
8 2.
6049
8.
8565
72
.688
0 5.
2825
2.
5390
0.
9872
13
.394
0 94
.206
0 5.
6061
-1
.596
4 15
6.84
0 62
.458
0 7.
9370
1.
3583
20
8.83
0 57
.663
0 6.
9749
1.
1507
1400
T40
0-06
8 1.
5675
5.
3296
44
.908
0 5.
3525
2.
1610
1.
1741
2.
6560
78
.138
0 5.
8226
-1
.968
5 63
.488
28
.831
0 3.
2129
0.
4774
79
.328
25
.283
0 2.
6496
0.
3988
14
00T
400-
097
2.23
52
7.59
96
64.4
410
5.36
94
3.05
10
1.16
83
7.70
60
111.
1600
5.
8338
-1
.959
0 13
1.64
0 52
.719
0 6.
6617
0.
9415
16
3.02
0 46
.372
0 5.
4450
0.
7918
14
00T
400-
118
2.72
91
9.27
88
79.0
470
5.38
19
3.69
80
1.16
41
14.0
320
135.
4500
5.
8421
-1
.951
9 17
0.53
0 67
.423
0 8.
6300
1.
3708
24
4.92
0 64
.947
0 8.
1803
1.
1589
1600
T12
5-06
8*
1.31
80
4.48
10
35.9
180
5.22
00
0.07
70
0.24
20
2.23
34
4.23
72
5.23
30
-0.2
710
60.4
49
28.8
760
3.05
91
0.44
25
79.4
16
26.2
290
2.65
25
0.37
58
1600
T15
0-06
8*
1.35
36
4.60
23
38.2
500
5.31
60
0.13
20
0.31
30
2.29
38
7.12
96
5.33
80
-0.3
750
62.3
11
30.0
600
3.15
33
0.45
23
81.3
92
27.1
840
2.71
85
0.38
23
1600
T15
0-09
7 1.
9301
6.
5622
54
.685
0 5.
3230
0.
1840
0.
3090
6.
6542
9.
9319
5.
3450
-0
.369
0 11
2.15
0 49
.969
0 5.
6754
0.
8591
15
1.21
0 46
.494
0 5.
0505
0.
7395
16
00T
150-
118
2.35
65
8.01
19
66.8
920
5.32
80
0.22
10
0.30
60
12.1
170
11.9
080
5.34
90
-0.3
650
147.
430
63.8
100
7.46
10
1.18
31
206.
970
61.1
390
6.91
27
1.04
79
1600
T20
0-06
8*
1.42
49
4.84
47
42.9
160
5.48
80
0.30
80
0.46
50
2.41
46
15.9
910
5.54
20
-0.6
130
64.7
98
31.9
860
3.27
92
0.46
38
84.0
46
28.7
550
2.80
71
0.38
99
1600
T20
0-09
7 2.
0318
6.
9080
61
.402
0 5.
4970
0.
4300
0.
4600
7.
0048
22
.461
0 5.
5500
-0
.606
0 11
9.70
0 54
.203
0 6.
0578
0.
8991
15
8.75
0 49
.840
0 5.
3023
0.
7639
16
00T
200-
118
2.48
07
8.43
42
75.1
520
5.50
40
0.51
70
0.45
70
12.7
550
27.1
020
5.55
60
-0.6
010
164.
760
71.4
440
8.33
77
1.28
93
222.
760
66.7
130
7.44
02
1.10
51
1600
T22
5-06
8*
1.46
06
4.96
59
45.2
490
5.56
60
0.43
30
0.54
40
2.47
50
22.1
650
5.64
20
-0.7
450
65.6
94
32.8
140
3.32
45
0.46
74
85.0
03
29.4
340
2.83
91
0.39
23
1600
T22
5-09
7 2.
0826
7.
0809
64
.761
0 5.
5760
0.
6060
0.
5400
7.
1801
31
.217
0 5.
6510
-0
.738
0 12
2.22
0 55
.922
0 6.
1849
0.
9107
16
1.43
0 51
.261
0 5.
3917
0.
7715
16
00T
225-
118
2.54
28
8.64
54
79.2
820
5.58
40
0.73
00
0.53
60
13.0
750
37.7
470
5.65
70
-0.7
320
169.
270
74.0
380
8.56
59
1.31
16
227.
590
68.8
650
7.60
15
1.11
99
1600
T25
0-06
8*
1.49
62
5.08
71
47.5
810
5.63
90
0.58
60
0.62
60
2.53
54
29.6
300
5.74
20
-0.8
850
66.4
44
33.5
810
3.36
25
0.47
03
85.8
03
30.0
630
2.86
58
0.39
42
1600
T25
0-09
7 2.
1335
7.
2538
68
.120
0 5.
6510
0.
8230
0.
6210
7.
3550
41
.820
0 5.
7520
-0
.877
0 12
4.31
0 57
.503
0 6.
2911
0.
9196
16
3.66
0 52
.571
0 5.
4662
0.
7774
16
00T
250-
118
2.60
49
8.85
65
83.4
130
5.65
90
0.99
30
0.61
70
13.3
940
50.6
490
5.75
90
-0.8
720
173.
020
76.4
060
8.75
56
1.32
89
231.
610
70.8
390
7.73
56
1.13
13
1600
T30
0-06
8*
1.56
75
5.32
95
52.2
470
5.77
30
0.98
80
0.79
40
2.65
60
48.7
880
5.94
70
-1.1
840
67.6
35
34.9
700
3.42
27
0.47
45
87.0
67
31.1
990
2.90
80
0.39
70
1600
T30
0-09
7 2.
2352
7.
5996
74
.837
0 5.
7860
1.
3900
0.
7890
7.
7060
69
.076
0 5.
9570
-1
.176
0 12
7.63
0 60
.354
0 6.
4589
0.
9327
16
7.20
0 54
.940
0 5.
5844
0.
7860
16
00T
300-
118
2.72
91
9.27
88
91.6
730
5.79
60
1.68
10
0.78
50
14.0
320
83.8
640
5.96
50
-1.1
700
178.
980
80.6
610
9.05
80
1.35
37
237.
930
74.3
900
7.94
70
1.14
77
1600
T35
0-06
8*
1.63
88
5.57
19
56.9
120
5.89
30
1.53
00
0.96
60
2.77
70
74.1
520
6.15
90
-1.5
060
68.5
39
36.2
070
3.46
85
0.47
75
88.0
17
32.2
080
2.93
98
0.39
89
1600
T35
0-09
7 2.
3369
7.
9453
81
.555
0 5.
9080
2.
1570
0.
9610
8.
0570
10
5.22
00
6.17
00
-1.4
970
130.
200
62.9
050
6.58
87
0.94
17
169.
900
57.0
530
5.67
45
0.79
20
1600
T35
0-11
8 2.
8533
9.
7011
99
.930
0 5.
9180
2.
6100
0.
9570
14
.671
0 12
7.97
00
6.17
70
-1.4
910
183.
580
84.4
540
9.29
00
1.37
08
242.
800
77.5
620
8.10
90
1.15
89
1600
T40
0-06
8*
1.71
01
5.81
44
61.5
780
6.00
10
2.22
80
1.14
10
2.89
80
106.
3800
6.
3810
-1
.846
0 69
.245
37
.324
0 3.
5042
0.
4797
88
.752
33
.113
0 2.
9643
0.
4004
16
00T
400-
097
2.43
86
8.29
11
88.2
720
6.01
70
3.14
50
1.13
60
8.40
70
151.
2000
6.
3920
-1
.837
0 13
2.24
0 65
.223
0 6.
6919
0.
9483
17
2.02
0 58
.966
0 5.
7455
0.
7963
16
00T
400-
118
2.97
75
10.1
230
108.
1900
6.
0280
3.
8100
1.
1320
15
.310
0 18
4.12
00
6.40
00
-1.8
300
187.
270
87.9
040
9.47
70
1.38
32
246.
660
80.4
410
8.23
80
1.16
72
For
SI:
1 in
ch =
25.
4 m
m, 1
in2 =
645
mm
2 , 1 in
3 = 1
.64x
104 m
m3 , 1
in4 =
4.1
6x10
5 mm
4 , 1 in
6 = 2
.69x
108 m
m6 , 1
kip
-in =
113
.3 N
-m, 1
kip
= 4
.4 k
N
Not
es:
1. M
embe
rs m
arke
d w
ith *
indi
cate
(h/
t) w
eb h
eigh
t to
thic
knes
s ra
tios
exce
edin
g 20
0 an
d le
ss th
an 2
60 w
hich
req
uire
web
stif
fene
rs.
2. M
embe
r Id
entif
icat
ion
prov
ides
nom
inal
dim
ensi
ons
as s
how
n in
the
exam
ple
belo
w:
E
xam
ple:
14
00T
350-
068
14
00=
14.0
0 in
ch d
epth
: (D
epth
mea
sure
d fr
om in
side
face
to in
side
face
of f
lang
es.)
T=
Tra
ck.
35
0=3.
50 in
ch fl
ange
wid
th.
06
8=th
ickn
ess
in m
ils, 6
8 m
ils o
r 0.
0677
".
ESR-2054 | Most Widely Accepted and Trusted Page 22 of 30
TA
BL
E 3
—U
-ME
MB
ER
(C
OL
D R
OL
LE
D C
HA
NN
EL
) S
EC
TIO
N P
RO
PE
RT
IES
1
ME
MB
ER
ID
DIM
EN
SIO
NS
F
UL
L P
RO
PE
RT
IES
T
OR
SIO
NA
L P
RO
PE
RT
IES
33
ksi
EF
FE
CT
IVE
PR
OP
ER
TIE
S
50 k
si E
FF
EC
TIV
E P
RO
PE
RT
IES
A
(i
n)
B
(in
) A
rea
(in
2 ) W
t.
(lb
/ft)
Ix
(i
n4 )
Rx
(in
) Iy
(i
n4 )
Ry
(in
) J
(10-3
in4 )
Cw
(i
n6 )
r O
(in
) X
O
(in
) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(i
n3 )
Ae
(in
2 ) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(i
n3 )
Ae
(in
2 )
075U
050-
030
0.75
0.
50
0.05
01
0.17
05
0.00
45
0.30
04
0.00
13
0.16
0 0.
0163
0.
0001
0 0.
4869
-0
.348
1 0.
250
0.00
45
0.01
21
0.05
01
---
---
---
---
075U
050-
033
0.75
0.
50
0.05
54
0.18
83
0.00
50
0.29
91
0.00
14
0.16
0 0.
0221
0.
0001
1 0.
4852
-0
.347
0 0.
295
0.00
50
0.01
32
0.05
54
---
---
---
---
075U
050-
043
0.75
0.
50
0.07
12
0.24
2 0.
006
0.29
5 0.
002
0.15
8 0.
048
0.00
014
0.48
0 -0
.344
0.
378
0.00
62
0.01
65
0.07
12
---
---
---
---
075U
050-
054
0.75
0.
50
0.08
71
0.29
6 0.
007
0.28
9 0.
002
0.15
6 0.
093
0.00
015
0.47
4 -0
.342
0.
459
0.00
73
0.01
95
0.08
71
0.68
0 0.
0073
0.
0195
0.
0871
150U
050-
030
1.50
0.
50
0.07
35
0.25
00
0.02
31
0.56
09
0.00
16
0.14
9 0.
0239
0.
0005
8 0.
6393
-0
.268
0 0.
625
0.02
31
0.03
09
0.07
20
---
---
---
---
150U
050-
033
1.50
0.
50
0.08
13
0.27
65
0.02
55
0.55
96
0.00
18
0.14
9 0.
0325
0.
0006
4 0.
6375
-0
.267
0 0.
758
0.02
55
0.03
40
0.08
13
---
---
---
---
150U
050-
043
1.50
0.
50
0.10
51
0.35
7 0.
032
0.55
5 0.
002
0.14
7 0.
071
0.00
079
0.63
2 -0
.264
0.
989
0.03
24
0.04
32
0.10
51
---
---
---
---
150U
050-
054
1.50
0.
50
0.12
96
0.44
1 0.
039
0.54
9 0.
003
0.14
6 0.
138
0.00
09
0.62
5 -0
.262
1.
230
0.03
90
0.05
21
0.12
96
1.82
1 0.
0390
0.
0521
0.
1296
200U
050-
030
2.00
0.
50
0.08
91
0.30
31
0.04
66
0.72
33
0.00
18
0.14
1 0.
0289
0.
0011
8 0.
7728
-0
.233
1 0.
940
0.04
66
0.04
66
0.07
68
---
---
---
---
200U
050-
033
2.00
0.
50
0.09
86
0.33
53
0.05
14
0.72
19
0.00
19
0.14
0 0.
0394
0.
0012
9 0.
7711
-0
.232
1 1.
148
0.05
14
0.05
14
0.08
86
---
---
---
---
200U
050-
043
2.00
0.
50
0.12
76
0.43
4 0.
066
0.71
8 0.
002
0.13
9 0.
087
0.00
16
0.76
6 -0
.229
1.
504
0.06
57
0.06
57
0.12
66
---
---
---
---
200U
050-
054
2.00
0.
50
0.15
79
0.53
7 0.
080
0.71
1 0.
003
0.13
7 0.
169
0.00
19
0.75
9 -0
.227
1.
883
0.07
97
0.07
97
0.15
79
2.78
9 0.
0797
0.
0797
0.
1579
250U
050-
030
2.50
0.
50
0.10
47
0.35
61
0.08
13
0.88
09
0.00
19
0.13
3 0.
0340
0.
0020
3 0.
9145
-0
.206
5 1.
307
0.08
13
0.06
50
0.07
94
---
---
---
---
250U
050-
033
2.50
0.
50
0.11
59
0.39
41
0.08
97
0.87
94
0.00
20
0.13
3 0.
0463
0.
0022
2 0.
9128
-0
.205
5 1.
602
0.08
97
0.07
17
0.09
22
---
---
---
---
250U
050-
043
2.50
0.
50
0.15
02
0.51
1 0.
115
0.87
5 0.
003
0.13
1 0.
102
0.00
28
0.90
8 -0
.203
2.
106
0.11
49
0.09
19
0.13
48
---
---
---
---
250U
050-
054
2.50
0.
50
0.18
62
0.63
3 0.
140
0.86
8 0.
003
0.13
0 0.
199
0.00
33
0.90
0 -0
.201
2.
648
0.14
01
0.11
21
0.18
47
3.92
1 0.
1401
0.
1121
0.
1703
For
SI:
1 in
ch =
25.
4 m
m, 1
in2 =
645
mm
2 , 1 in
3 = 1
.64x
104 m
m3 , 1
in4 =
4.1
6x10
5 mm
4 , 1 in
6 = 2
.69x
108 m
m6 , 1
kip
-in =
113
.3 N
-m, 1
kip
= 4
.4 K
n
1. T
he la
st th
ree
digi
ts o
f the
Mem
ber
ID is
the
mem
ber
thic
knes
s in
mils
. For
mem
ber
thic
knes
s (T
) in
inch
es a
nd in
side
ben
d ra
dius
(R
), s
ee ta
ble
in F
igur
e 1.
See
Fig
ure
3 fo
r m
embe
r ill
ustr
atio
n.
T
AB
LE
4—
F-M
EM
BE
RS
(H
AT
CH
AN
NE
L)
SE
CT
ION
PR
OP
ER
TIE
S1,
3
ME
MB
ER
ID
DIM
EN
SIO
NS
F
UL
L P
RO
PE
RT
IES
T
OR
SIO
NA
L P
RO
PE
RT
IES
33
ksi
EF
FE
CT
IVE
PR
OP
ER
TIE
S
50 k
si E
FF
EC
TIV
E P
RO
PE
RT
IES
A
(in
) B
(i
n)
C
(in
) A
rea
(in
2 ) W
t.
(lb
/ft)
Ix
(i
n4 )
Rx
(in
) Iy
(i
n4 )
Ry
(in
) J
(10-3
in4 )
Cw
(i
n6 )
r O
(in
) M
axo
(+)
(k-i
n)
Max
o(-
) (k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) S
xe(b
) (i
n3 )
Max
o(+
) (k
-in
)
Max
o(-
) (k
-in
)
Ixe
(in
4 ) S
xe(t
) (i
n3 )
Sxe
(b)
(in
3 )
125F
050-
030
0.50
1.
25
0.45
0.
0954
0.
3244
0.
0040
0.
2049
0.
0490
0.
7166
0.
0310
0.
0005
0.
8333
0.
314
0.31
4 0.
0040
0.
0179
0.
0145
--
- --
- --
- --
- --
- 12
5F05
0-03
3 0.
50
1.25
0.
45
0.10
54
0.35
84
0.00
44
0.20
35
0.05
38
0.71
45
0.04
21
0.50
40
0.83
00
0.34
6 0.
346
0.00
44
0.01
96
0.01
58
---
---
---
---
---
125F
050-
043
0.50
1.
25
0.45
0.
1357
0.
4615
0.
0054
0.
1994
0.
0681
0.
7082
0.
0920
0.
0006
0.
8198
0.
437
0.43
7 0.
0054
0.
0241
0.
0195
--
- --
- --
- --
- --
- 12
5F05
0-05
4 0.
50
1.25
0.
45
0.16
74
0.56
90
0.00
63
0.19
45
0.08
23
0.70
12
0.17
78
0.00
07
0.80
82
0.52
6 0.
526
0.00
63
0.02
83
0.02
29
0.78
2 0.
782
0.00
63
0.02
83
0.02
29
125F
087-
018
0.87
5 1.
25
0.45
0.
0735
0.
2500
0.
0091
0.
3518
0.
0481
0.
8087
0.
0087
0.
0011
1.
1137
0.
367
0.32
5 0.
0084
0.
0197
0.
0165
--
- --
- --
- --
- --
- 12
5F08
7-02
4 0.
875
1.25
0.
45
0.09
62
0.32
72
0.01
18
0.34
95
0.06
24
0.80
51
0.01
96
0.00
14
1.10
75
0.48
6 0.
462
0.01
16
0.02
89
0.02
46
0.72
4 0.
654
0.01
10
0.02
63
0.02
18
125F
087-
027
0.87
5 1.
25
0.45
0.
1097
0.
3731
0.
0133
0.
3482
0.
0708
0.
8030
0.
0293
0.
0016
1.
1038
0.
604
0.54
5 0.
0133
0.
0332
0.
0276
--
- --
- --
- --
- --
- 12
5F08
7-03
0 0.
875
1.25
0.
45
0.12
07
0.41
02
0.01
45
0.34
70
0.07
75
0.80
13
0.03
92
0.00
17
1.10
08
0.66
4 0.
664
0.01
45
0.03
64
0.03
05
---
---
---
---
---
125F
087-
033
0.87
5 1.
25
0.45
0.
1334
0.
4535
0.
0160
0.
3457
0.
0852
0.
7992
0.
0532
0.
0019
1.
0973
0.
734
0.73
4 0.
0159
0.
0399
0.
0335
--
- --
- --
- --
- --
- 12
5F08
7-04
3 0.
875
1.25
0.
45
0.17
22
0.58
55
0.02
01
0.34
18
0.10
83
0.79
29
0.11
68
0.00
24
1.08
64
0.94
6 0.
946
0.02
01
0.05
04
0.04
23
---
---
---
---
---
125F
087-
054
0.87
5 1.
25
0.45
0.
2131
0.
7246
0.
0242
0.
3369
0.
1317
0.
7860
0.
2276
0.
0028
1.
0738
1.
168
1.16
8 0.
0242
0.
0606
0.
0509
1.
736
1.73
6 0.
0242
0.
0606
0.
0509
12
5F08
7-06
8 0.
875
1.25
0.
45
0.26
35
0.89
57
0.02
88
0.33
06
0.15
92
0.77
72
0.44
64
0.00
32
1.05
74
1.43
5 1.
435
0.02
88
0.07
21
0.06
05
2.12
5 2.
125
0.02
88
0.07
21
0.06
05
125F
150-
024
1.50
1.
25
0.45
0.
1296
0.
4406
0.
0416
0.
5665
0.
1160
0.
9459
0.
0264
0.
0048
1.
5906
1.
022
0.98
3 0.
0410
0.
0579
0.
0517
1.
518
1.41
2 0.
0392
0.
0538
0.
0472
12
5F15
0-02
7 1.
50
1.25
0.
45
0.14
79
0.50
28
0.04
72
0.56
51
0.13
17
0.94
38
0.03
95
0.00
54
1.58
69
1.27
6 1.
154
0.04
69
0.06
72
0.05
84
---
---
---
---
---
125F
150-
030
1.50
1.
25
0.45
0.
1627
0.
5533
0.
0518
0.
5640
0.
1444
0.
9421
0.
0528
0.
0059
1.
5838
1.
408
1.40
8 0.
0518
0.
0739
0.
0648
--
- --
- --
- --
- --
- 12
5F15
0-03
3 1.
50
1.25
0.
45
0.18
00
0.61
21
0.05
70
0.56
27
0.15
91
0.94
01
0.07
18
0.00
65
1.58
03
1.56
3 1.
563
0.05
70
0.08
14
0.07
13
---
---
---
---
---
125F
150-
043
1.50
1.
25
0.45
0.
2330
0.
7923
0.
0728
0.
5588
0.
2032
0.
9338
0.
1580
0.
0082
1.
5694
2.
036
2.03
6 0.
0728
0.
1038
0.
0910
--
- --
- --
- --
- --
- 12
5F15
0-05
4 1.
50
1.25
0.
45
0.28
94
0.98
41
0.08
88
0.55
38
0.24
87
0.92
69
0.30
91
0.00
98
1.55
64
2.55
0 2.
550
0.08
88
0.12
67
0.11
11
3.78
9 3.
789
0.08
88
0.12
67
0.11
11
125F
150-
068
1.50
1.
25
0.45
0.
3596
1.
2226
0.
1077
0.
5473
0.
3032
0.
9182
0.
6093
0.
0115
1.
5395
3.
193
3.19
3 0.
1077
0.
1538
0.
1347
4.
727
4.72
7 0.
1077
0.
1538
0.
1347
For
SI:
1 in
ch =
25.
4 m
m, 1
in2 =
645
mm
2 , 1 in
3 = 1
.64x
104 m
m3 , 1
in4 =
4.1
6x10
5 mm
4 , 1 in
6 = 2
.69x
108 m
m6 , 1
kip
-in =
113
.3 N
-m, 1
kip
= 4
.4 k
N
1. X
o =
0.0
for
sym
met
rical
sec
tions
. See
Fig
ure
4 fo
r m
embe
r ill
ustr
atio
n.
2.T
he la
st th
ree
digi
ts o
f the
Mem
ber
ID is
the
mem
ber
thic
knes
s in
mils
. For
mem
ber
thic
knes
s (T
) in
inch
es a
nd in
side
ben
d ra
dius
(R
), s
ee ta
ble
in F
igur
e 1.
ESR-2054 | Most Widely Accepted and Trusted Page 23 of 30
TA
BL
E 5
—Z
-ME
MB
ER
SE
CT
ION
PR
OP
ER
TIE
S1,
2
ME
MB
ER
ID
EN
TIF
ICA
TIO
N
DIM
EN
SIO
NS
F
UL
L P
RO
PE
RT
IES
T
OR
SIO
NA
L P
RO
PE
RT
IES
33
ksi
EF
FE
CT
IVE
PR
OP
ER
TIE
S
50 k
si E
FF
EC
TIV
E P
RO
PE
RT
IES
A
(i
n)
B
(in
) C
(i
n)
Are
a (i
n2 )
Wt.
(l
b/f
t)
Ix
(in
4 ) rx
(i
n)
Iy
(in
4 ) ry
(i
n)
J (1
0-3 in
4 ) C
w
(in
6 ) r O
(in
) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) V
ay
(kip
s)
Ae
(in
2 ) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) V
ay
(kip
s)
Ae
(in
2 )
100Z
100-
018
1.00
1.
00
0 0.
0542
0.
1842
0.
0101
0.43
090.
0122
0.47
420.
0064
0.
0014
0.
6408
0.
216
0.00
680.
0110
0.18
470.
0317
---
---
---
---
---
100Z
100-
024
1.00
1.
00
0 0.
0710
0.
2414
0.
0130
0.42
850.
0159
0.47
310.
0145
0.
0018
0.
6383
0.
318
0.00
960.
0161
0.24
120.
0470
0.43
9 0.
0090
0.
0147
0.
3654
0.
0434
100Z
100-
027
1.00
1.
00
0 0.
0810
0.
2755
0.
0148
0.42
700.
0181
0.47
240.
0216
0.
0020
0.
6368
0.
385
0.01
140.
0195
0.27
460.
0565
---
---
---
---
---
100Z
100-
030
1.00
1.
00
0 0.
0891
0.
3031
0.
0162
0.42
580.
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ESR-2054 | Most Widely Accepted and Trusted Page 24 of 30
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29
For
SI:
1 in
ch =
25.
4 m
m, 1
in2 =
645
mm
2 , 1 in
3 = 1
.64x
104 m
m3 , 1
in4 =
4.1
6x10
5 mm
4 , 1 in
6 = 2
.69x
108 m
m6 , 1
kip
-in =
113
.3 N
-m, 1
kip
= 4
.4 k
N
1. X
o =
0 in
. 2.
The
last
thre
e di
gits
of t
he M
embe
r ID
is th
e m
embe
r th
ickn
ess
in m
ils. F
or m
embe
r th
ickn
ess
(T)
in in
ches
and
insi
de b
end
radi
us (
R),
see
tabl
e in
Fig
ure
1. S
ee F
igur
e 5
for
mem
ber
illus
trat
ion.
ESR-2054 | Most Widely Accepted and Trusted Page 25 of 30
TA
BL
E 6
—A
ME
MB
ER
S (
EQ
UA
L L
EG
AN
GL
E)
SE
CT
ION
PR
OP
ER
TIE
S
ME
MB
ER
ID
EN
TIF
ICA
TIO
N2,
3
FU
LL
PR
OP
ER
TIE
S
TO
RS
ION
AL
PR
OP
ER
TIE
S
33 k
si E
FF
EC
TIV
E P
RO
PE
RT
IES
50
ksi
EF
FE
CT
IVE
PR
OP
ER
TIE
S
Are
a (i
n2 )
Wt.
(l
b/f
t)
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4 ) rx
(i
n)
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t)
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x(b
) (i
n3 )
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) J
(10-3
in4 )
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0-6 in
6 )r O
(in
) X
O
(in
) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) V
ay
(k)
Ae
(in
2 ) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) V
ay
(k)
Ae
(in
2 )
100A
100-
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0.03
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38
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0.02
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0.57
54-0
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20.
010
0.00
040.
0005
0.20
870.
0148
---
---
---
---
---
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340.
0381
---
---
---
---
---
175A
175-
033
0.11
85
0.40
29
0.03
72
0.56
04
0.02
88
0.08
17
0.34
92
0.04
73
0.09
29
1.00
49-0
.436
80.
050
0.00
410.
0025
0.70
180.
0459
---
---
---
---
---
175A
175-
043
0.15
40
0.52
36
0.04
81
0.55
88
0.03
73
0.10
46
0.34
82
0.10
44
0.12
00
1.00
19-0
.435
40.
132
0.01
040.
0067
0.91
180.
0739
---
---
---
---
---
175A
175-
054
0.19
22
0.65
33
0.05
97
0.55
72
0.04
64
0.12
83
0.34
60
0.20
52
0.31
00
0.99
92-0
.434
40.
316
0.02
340.
0160
1.12
660.
1123
0.27
3 0.
0139
0.00
911.
7070
0.09
5717
5A17
5-06
8 0.
2401
0.
8164
0.
0740
0.
5552
0.
0579
0.
1567
0.
3430
0.
4069
0.
9400
0.
9956
-0.4
329
0.75
5 0.
0518
0.03
821.
3869
0.17
020.
657
0.03
170.
0219
2.10
130.
1467
175A
175-
097
0.33
67
1.14
49
0.10
23
0.55
11
0.08
10
0.20
98
0.33
65
1.16
09
5.00
00
0.98
75-0
.428
81.
601
0.10
230.
0810
1.88
250.
3105
2.32
1 0.
0986
0.07
752.
8520
0.27
48
200A
200-
033
0.13
58
0.46
18
0.05
58
0.64
11
0.03
77
0.10
77
0.40
02
0.05
42
0.10
81
1.14
94-0
.499
50.
045
0.00
430.
0023
0.80
880.
0464
---
---
---
---
---
200A
200-
043
0.17
66
0.60
03
0.07
22
0.63
95
0.04
89
0.13
83
0.39
92
0.11
97
0.14
00
1.14
64-0
.498
10.
118
0.01
080.
0060
1.05
130.
0750
---
---
---
---
---
200A
200-
054
0.22
05
0.74
95
0.08
97
0.63
79
0.06
09
0.17
00
0.39
71
0.23
54
0.37
00
1.14
37-0
.497
10.
282
0.02
470.
0143
1.30
170.
1146
0.24
4 0.
0147
0.00
821.
9723
0.09
7220
0A20
0-06
8 0.
2758
0.
9376
0.
1115
0.
6359
0.
0761
0.
2085
0.
3941
0.
4673
1.
1100
1.
1404
-0.4
958
0.68
4 0.
0563
0.03
461.
6074
0.17
510.
590
0.03
370.
0197
2.43
550.
1498
200A
200-
097
0.38
76
1.31
78
0.15
47
0.63
18
0.10
67
0.28
14
0.38
77
1.33
62
0.60
00
1.13
26-0
.492
22.
108
0.15
470.
1067
2.19
720.
3259
2.22
1 0.
1135
0.07
423.
3290
0.28
49
250A
250-
043
0.22
17
0.75
36
0.14
22
0.80
09
0.07
67
0.21
97
0.50
14
0.15
03
0.18
00
1.43
53-0
.623
40.
098
0.01
160.
0050
1.33
040.
0766
---
---
---
---
---
250A
250-
054
0.27
71
0.94
20
0.17
70
0.79
93
0.09
58
0.27
13
0.49
93
0.29
59
0.47
00
1.43
27-0
.622
50.
233
0.02
670.
0118
1.65
200.
1177
0.20
4 0.
0158
0.00
682.
5030
0.09
9325
0A25
0-06
8 0.
3471
1.
1800
0.
2206
0.
7973
0.
1199
0.
3344
0.
4963
0.
5881
1.
4000
1.
4296
-0.6
214
0.56
7 0.
0620
0.02
872.
0486
0.18
160.
492
0.03
680.
0164
3.10
400.
1542
250A
250-
097
0.48
93
1.66
36
0.30
78
0.79
32
0.16
87
0.45
63
0.49
00
1.68
69
7.90
00
1.42
24-0
.618
42.
188
0.21
470.
1107
2.82
600.
3464
1.90
4 0.
1313
0.06
364.
2820
0.29
84
300A
300-
054
0.33
37
1.13
44
0.30
79
0.96
07
0.13
85
0.39
61
0.60
14
0.35
63
0.60
0 1.
7216
-0.7
478
0.20
1 0.
0283
0.01
022.
0022
0.11
980.
177
0.01
670.
0059
3.03
400.
1007
300A
300-
068
0.41
84
1.42
24
0.38
45
0.95
87
0.17
36
0.49
00
0.59
84
0.70
89
1.80
0 1.
7186
-0.7
468
0.48
6 0.
0662
0.02
462.
4898
0.18
580.
425
0.03
920.
0142
3.77
200.
1570
300A
300-
097
0.59
10
2.00
93
0.53
85
0.95
46
0.24
47
0.67
35
0.59
22
2.03
75
9.90
0 1.
7118
-0.7
442
1.90
6 0.
2388
0.09
643.
4560
0.35
951.
644
0.14
260.
0549
5.23
600.
3070
300A
300-
118
0.71
65
2.43
62
0.64
88
0.95
15
0.29
63
0.80
03
0.58
76
3.68
43
26.0
00
1.70
63-0
.741
84.
029
0.47
130.
2039
4.13
400.
5146
3.51
7 0.
2893
0.11
756.
2630
0.44
37
350A
350-
054
0.39
03
1.32
68
0.49
13
1.12
20
0.18
91
0.54
44
0.70
35
0.41
67
0.70
0 2.
0105
-0.8
729
0.17
7 0.
0296
0.00
902.
3524
0.12
120.
156
0.01
750.
0052
3.37
200.
1016
350A
350-
068
0.48
97
1.66
48
0.61
43
1.12
01
0.23
71
0.67
53
0.70
05
0.82
98
2.10
0 2.
0075
-0.8
721
0.42
7 0.
0695
0.02
162.
9309
0.18
880.
375
0.04
120.
0125
4.44
100.
1589
350A
350-
097
0.69
27
2.35
51
0.86
27
1.11
60
0.33
49
0.93
31
0.69
44
2.38
81
11.9
00
2.00
10-0
.869
81.
672
0.25
500.
0846
4.08
500.
3685
1.44
9 0.
1514
0.04
846.
1890
0.31
3035
0A35
0-11
8 0.
8407
2.
8585
1.
0413
1.
1129
0.
4061
1.
1131
0.
6898
4.
3229
31
.000
1.
9958
-0.8
677
3.60
4 0.
5192
0.18
244.
9020
0.53
163.
108
0.31
120.
1038
7.42
800.
4550
ESR-2054 | Most Widely Accepted and Trusted Page 26 of 30
TA
BL
E 6
—E
QU
AL
LE
G A
NG
LE
SE
CT
ION
PR
OP
ER
TIE
S (
Co
nti
nu
ed)
ME
MB
ER
ID
EN
TIF
ICA
TIO
N2,
3
FU
LL
PR
OP
ER
TIE
S
TO
RS
ION
AL
PR
OP
ER
TIE
S
33 k
si E
FF
EC
TIV
E P
RO
PE
RT
IES
50
ksi
EF
FE
CT
IVE
PR
OP
ER
TIE
S
Are
a (i
n2 )
Wt.
(l
b/f
t)
Ix, I
y (i
n4 )
rx, r
y (i
n)
Sx(
t),S
y(r)
(in
3 ) S
x(b
),S
y(l)
(in
3 ) R
z1
(in
) J
(10-3
in4 )
Cw
(1
0-6
in6 )
r O
(in
) X
O
(in
) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) V
ay
(k)
Ae
(in
2 ) M
axo
(k
-in
) Ix
e (i
n4 )
Sxe
(t)
(in
3 ) V
ay
(k)
Ae
(in
2 )
400A
400-
068
0.56
10
1.90
72
0.92
11
1.28
14
0.31
06
0.89
04
0.80
270.
9506
2.
500
2.29
64-0
.997
30.
383
0.07
240.
0194
3.37
20
0.19
100.
338
0.04
290.
0113
5.10
90
0.16
03
400A
400-
097
0.79
44
2.70
09
1.29
61
1.27
73
0.43
93
1.23
51
0.79
662.
7387
14
.000
2.29
00-0
.995
21.
492
0.26
770.
0755
4.71
40
0.37
511.
301
0.15
870.
0435
7.14
30
0.31
74
400A
400-
118
0.96
49
3.28
08
1.56
69
1.27
43
0.53
31
1.47
76
0.79
204.
9616
37
.000
2.28
50-0
.993
33.
224
0.55
230.
1631
5.67
10
0.54
412.
786
0.32
860.
0931
8.59
20
0.46
32
450A
450-
097
0.89
61
3.04
67
1.85
48
1.43
87
0.55
77
1.57
94
0.89
873.
0894
16
.000
2.57
90-1
.120
61.
351
0.27
850.
0684
5.34
30
0.38
011.
184
0.16
510.
0395
8.09
60
0.32
07
450A
450-
118
1.08
91
3.70
31
2.24
50
1.43
57
0.67
73
1.89
38
0.89
415.
6002
42
.000
2.57
41-1
.118
82.
915
0.57
830.
1475
6.43
90
0.55
352.
532
0.34
320.
0846
9.75
60
0.46
94
500A
500-
097
0.99
78
3.39
25
2.55
47
1.60
01
0.69
03
1.96
61
1.00
083.
4400
18
.000
2.86
79-1
.245
81.
238
0.28
800.
0626
5.97
30
0.38
411.
088
0.17
060.
0363
9.05
00
0.32
33
500A
500-
118
1.21
33
4.12
53
3.09
48
1.59
71
0.83
88
2.36
18
0.99
636.
2388
47
.000
2.86
31-1
.244
22.
665
0.60
030.
1349
7.20
80
0.56
102.
326
0.35
590.
0777
10.9
210
0.47
44
550A
550-
097
1.09
95
3.73
82
3.41
20
1.76
15
0.83
70
2.39
52
1.10
293.
7906
20
.000
3.15
68-1
.371
01.
144
0.29
650.
0579
6.60
20
0.38
741.
009
0.17
550.
0337
10.0
030
0.32
55
550A
550-
118
1.33
75
4.54
76
4.13
60
1.75
85
1.01
75
2.88
15
1.09
846.
8774
53
.000
3.15
21-1
.369
62.
459
0.61
970.
1245
7.97
60
0.56
702.
155
0.36
730.
0720
12.0
850
0.47
83
600A
600-
097
1.20
12
4.08
40
4.44
10
1.92
29
0.99
79
2.86
66
1.20
504.
1412
22
.000
3.44
56-1
.496
21.
066
0.30
410.
0539
7.23
10
0.39
000.
941
0.17
990.
0314
10.8
850
0.32
72
600A
600-
118
1.46
17
4.96
99
5.38
80
1.91
98
1.21
35
3.45
30
1.20
057.
5161
58
.000
3.44
10-1
.494
82.
288
0.63
720.
1158
8.74
50
0.57
202.
010
0.37
740.
0671
13.2
490
0.48
16
650A
650-
118
1.58
59
5.39
22
6.86
90
2.08
12
1.42
67
4.07
62
1.30
278.
1547
60
.000
3.72
99-1
.620
12.
141
0.65
310.
1084
9.51
30
0.57
611.
886
0.38
670.
0630
14.4
140
0.48
44
700A
700-
118
1.71
01
5.81
45
8.60
10
2.24
26
1.65
72
4.75
11
1.40
488.
7933
70
.000
4.01
88-1
.745
32.
015
0.66
750.
1020
10.2
820
0.57
971.
778
0.39
510.
0594
15.5
780
0.48
67
750A
750-
118
1.83
43
6.23
67
10.6
010
2.40
40
1.90
50
5.47
78
1.50
699.
4319
70
.000
4.30
76-1
.870
41.
905
0.68
090.
0964
11.0
500
0.58
271.
682
0.40
280.
0562
16.2
350
0.48
87
For
SI:
1 in
ch =
25.
4 m
m, 1
in2 =
645
mm
2 , 1 in
3 = 1
.64x
104 m
m3 , 1
in4 =
4.1
6x10
5 mm
4 , 1 in
6 = 2
.69x
108 m
m6 , 1
kip
-in =
113
.3 N
-m, 1
kip
= 4
.4 k
N
1. R
adiu
s of
gyr
atio
n, r
z, is
min
imum
abo
ut th
e ax
is r
otat
ion
of 4
5 de
gree
s.
2. M
embe
r Id
entif
icat
ion
prov
ides
dim
ensi
ons
as s
how
n th
e ex
ampl
e be
low
(S
ee F
igur
e 6)
:
Exa
mpl
e:
150A
150-
054
F
irst n
umbe
r: 1
50 =
leng
th o
f 11 / 2
inch
es.
S
econ
d le
tter:
A =
Ang
le.
T
hird
num
ber:
150
= O
ther
leg
leng
th o
f 11 / 2
inch
es.
La
st n
umbe
r: 0
54 =
min
imum
thic
knes
s in
mils
, 54
mil
= 0.
054
inch
es.
3.
The
last
thre
e di
gits
of t
he M
embe
r ID
is th
e m
embe
r th
ickn
ess
in m
ils. F
or m
embe
r th
ickn
ess
(T)
in in
ches
and
insi
de b
end
radi
us (
R),
see
tabl
e in
Fig
ure
1.
ESR-2054 | Most Widely Accepted and Trusted Page 27 of 30
ESR-2054 | Most Widely Accepted and Trusted Page 28 of 30
Note: Steeler Slotted Studs must be limited to nonload-bearing wall applications.
FIGURE 1—S-MEMBER (C-SHAPE) DETAILS
ESR-2054 | Most Widely Accepted and Trusted Page 29 of 30
FIGURE 2—S-MEMBER (C-SHAPE) AND T-MEMBER (TRACK) DIMESIONS
FIGURE 3—STEELER U-MEMBER (COLD ROLLED CHANNEL)
ESR-2054 | Most Widely Accepted and Trusted Page 30 of 30
FIGURE 4—STEELER F-MEMBER
FIGURE 5—STEELER Z-MEMBERS
FIGURE 6—STEELER A-MEMBERS
SUGGESTED ALLOWABLE PULLOUT AND SHEAR VALUES FOR SCREWS IN POUNDS
#6 SCREW #8 SCREW #10 SCREW #12 SCREWGAUGE THICKNESS, DIA. = .135 IN. MIN. DIA. = .161 IN. MIN. DIA. = .183 IN. MIN. DIA. = .209 IN. MIN.
INCHES PULLOUT, SHEAR, PULLOUT, SHEAR, PULLOUT, SHEAR, PULLOUT, SHEAR,LBS LBS LBS LBS LBS LBS LBS LBS
25 0.0188 37 137 N/A N/A N/A N/A N/A N/A
22 0.0283 52 161 66 194 N/A N/A N/A N/A
20 0.0346 85 207 96 251* 129 272 121 287
18 0.0451 136 274* 149 327* 184 371* 192 421
16 0.0566 183 320 184 366 241 499 267 625
14 0.0713 N/A N/A N/A N/A 349 517 370 657
12 0.1017 N/A N/A N/A N/A 404 547 509 718
NOTES:
SUGGESTED ALLOWABLE FILLET AND FLARE GROOVE WELD LOADS IN LBS/INCH
GAUGE THICKNESS WELD ALLOWABLE LOADSIZE
20 0.0346 1/8" 467 lb / in
18 0.0451 1/8" 609 lb / in
16 0.0566 1/8" 1104 lb / in
14 0.0713 1/8" 1390 lb / in
12 0.1017 5/32" 1983 lb / in
NOTES: 1. Values may be increased by 1.33 for wind or seismic. 2. When joining materials of different gauges the value for the thinner material shall be used. 3. Values are based upon Fu, the ultimate tensile strength of the material, with the allowable load = 0.75(t)(Fu)/2.5 per AISI Section E2. 4. Fy = 33 ksi and Fu = 45 ksi for 20 and 18 gauge. Fy = 50 ksi and Fu = 65 ksi for 16, 14 and 12 gauge.
THIS PAGE IS NOT INCLUDED IN ICC-ES REPORT # ESR-2054
1. Values for 25 and 22 gauge are based on ultimate values divided by a safety factor of three. Values for 20 through 12 gauge based on lesser of the ultimate value divided by a safety factor of 3 and the allowable bearing capacity per AISI Para. E3.3 for single shear and no washer. Pa = Fp*dia.*thickness/2.22 . Fu = 45 ksi for 25, 22, 20 and 18 gauges and Fu = 65 ksi for 16, 14 and 12 2. Values with asterik (*) indicates bearing capacity governs. Those with N/A indicate screw is not typically used with that gauge thickness. 3. Suggested minimum of 0.50" edge margin and spacing for #6, #8 , #10 and #12 screws. Distances based on AISI paragraph E3.1 . 4. Engineer should confirm screws ultimate failure data and the appropriate factor of safety for a particular loading condition. 5. When joining materials of different gauges the value for the thinner material shall be used.
STEELER ® INC.Construction Screws
DESCRIPTION PART # SIZE QTY/BOX NET WT APPLICATIONSUPER STEELERS™ 168 # 6 X 1" 10M 28.6 1/4"-1/2" GYP. TO 25GA-20GA STEEL
BUGLE HEAD 268 & 268YZ # 6 X 1-1/8" 10M 30.8 1/2"- 5/8" GYP. TO 25GA-20GA STEEL#2 PHILLIPS 368 # 6 X 1-1/4" 8M 27.8 5/8" GYP. TO 25GA-20GA STEEL
468 & 468YZ # 6 X 1-5/8" 5M 21.6 DOUBLE LAYERS OF GYPSUM TO768 # 6 X 2" 5M 26.6 25GA & 20GA STEEL
868 & 868YZ # 8 X 2-1/4" 4M 22 MULTIPLE LAYERS OF GYPSUM OR968 & 968YZ # 7 X 2-1/2" 2.5M 19.1 OTHER MATERIALS TO 25GA & 20GA
1168 & 1168YZ # 8 X 3" 2M 20.2 STEEL1268 & 1268YZ # 10 X 3-1/2" 1M 181368 & 1368YZ # 10 X 4" 1M 20.7 DEEP RECESS SHARP POINT1568 & 1568YZ # 10 X 5" 1M 24.6
* Z or YZ denotes availability in zinc coating. 1768 & 1768YZ # 10 X 6" 1M 29
HI-LO SUPER STEELERS™ 368HL # 6 X 1-1/4" 8M 27.7 5/8" GYP. TO 26GA-20GA STEEL468HL # 6 X 1-5/8" 5M HIGH-LOW THREAD - FASTER768HL # 6 X 2" 5M MORE HOLDING IN LIGHT GAUGES
SUPER FRAMER FRAMING 25 GA & 20 GA STEEL23 & 23Z # 7 X 7/16" 15M 37.6 DEEP RECESS SHARP POINT
SUPER LATHERS 31 & 31Z # 8 X 1/2" 10M 35.2 METAL LATH TOWAFER HEAD 32 & 32Z # 8 X 1" 5M 26.6 25 GA & 20 GA STEEL
33 & 33Z # 8 X 1-1/4" 5M 31.2 FRAMING 25 GA & 20 GA STEEL
STEELER® Construction Screws are Produced in ISO 9002 & ISO 14001 Certified Environments and Meet or Exceed one or more of the following ASTM Designations: C 954,
C 1002, or C 1513.
SUPER HEX FRAMERS 25AZ # 8 X 1/2" 10M 29.3 MULTIPURPOSE SHEET METALHEX WASHER HEAD 25BZ # 8 X 3/4" 10M 37 AND HVAC WORK. FRAMING
SHARP POINT 25CZ # 8 X 1" 8M 37.9 25 GA & 20 GA STEEL STUD AND25DZ # 8 X 1-1/4" 5M 27.9 TRACK. SIDING AND AWNING25EZ # 8 X 1-1/2" 5M 32.3 TO WOOD FRAME
HWH14-1 # 14 X 1" 4M 55.5HWH14-114 # 14 X 1-1/4"
SUPER WOODIES™ 100 & 100YZ # 6 X 1" 10M 28.6 1/4" - 1/2" GYPSUM TO WOODBUGLE HEAD 200 & 200YZ # 6 X 1-1/8" 10M 30.8 "#2 PHILLIPS 300 & 300YZ # 6 X 1-1/4" 8M 27.8 1/2" - 5/8" GYPSUM TO WOOD
400 & 400YZ # 6 X 1-5/8" 5M 21.6 DOUBLE LAYER OF GYPSUM700 & 700YZ # 6 X 2" 5M 26.6 TO WOOD800 & 800YZ # 6 X 2-1/4" 4M 22 MULTIPLE LAYERS OF GYPSUM OR
COARSE THREAD, SHARP POINT 900 & 900YZ # 7 X 2-1/2" 2.5M 19.1 OTHER MATERIALS TO WOODDEEP RECESS 1100 & 1100YZ # 8 X 3" 2M 20.2 DEEP RECESS SHARP POINT
SUPER LAMINATING12 # 10 X 1-1/2" 5M 38.7 TEMPORARY GYPSUM TO GYPSUM
RUST RESISTANT SCREWS 300R1K # 6 X 1-1/4" 8M BUGLE HEAD COARSE THREAD, SHARP PT. 1000 HR#2 PHILLIPS 400R1K # 6 X 1-5/8" 5M BUGLE HEAD COARSE THREAD, SHARP PT. 1000 HR
700R1K # 7 X 2" 5M BUGLE HEAD COARSE THREAD, SHARP PT. 1000 HR900R1K # 8 X 2-1/2" 2.5M BUGLE HEAD COARSE THREAD, SHARP PT. 1000 HR
1100R1K # 8 X 3" 2M BUGLE HEAD COARSE THREAD, SHARP PT. 1000 HR14R1K # 6 X 1-1/4" 8M BUGLE HEAD FINE THREAD, DRILL PT., 1000 HR16R1K # 7 X 1-7/8" 4M BUGLE HEAD FINE THREAD, DRILL PT., 1000 HR
44R2KMAG # 10 X 3/4" 5M WAFER HEAD HEAVY GAUGE FRAMING, 2000 HR
CABINET SCREWS 90-114 #6 X 1-1/4" 10M CABINET SCREWS ARE USED FOR90-112(Z)SQ #6 X 1-1/2" 5M CABINET & FACE FRAME INSTALLATION
RECOMMENDED FOR EXTERIOR SHEATHING APPLICATIONS AND HIGH MOISTURE AREAS (KITCHENS, BATHROOMS, ETC.)
GRAY RUSPERT COATING, DEEP RECESS, FAST DRILL TIME
90-212ZSQ #8 X 2-1/2" 2.5M WOOD SURFACE FROM SPLITTING
Note: This page is not included in ICC-ES Report # ESR-2054 Steeler and Steeler, Inc. are registered trademarks of Steeler, Inc. Copyright 2009 Steeler, Inc. All Rights Reserved.
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STEELER ® INC.Construction Screws
DESCRIPTION PART # SIZE QTY/BOX NET WT APPLICATIONDRYWALL DRILLERS 13 # 6 X 1" 10M 32.6 1/2" GYPSUM STEEL UP TO 12 GA.
BUGLE HEAD "TEK" 13.5 & 13.5Z # 6 X 1-1/8" 10M 37.2 5/8" GYPSUM STEEL UP TO 12 GA.#2 PHILLIPS 14 & 14Z # 6 X 1-1/4" 8M 31.8 5/8" GYPSUM STEEL UP TO 12 GA.
15 & 15Z # 6 X 1-5/8" 5M 25.5 DOUBLE LAYERS OF GYPSUM16 & 16Z # 6 X 1-7/8" 4M 23.5 UP TO 12 GA.
30S # 8 X 2-3/8" 2M 18.5 MULTIPLE LAYERS OF GYPSUM30M & 30MZ # 8 X 2-5/8" 2M 20 UP TO 12 GA.
DEEP RECESS FAST DRILL TIME 30L # 8 X 3" 2M 23.8
CEMENT BOARD SCREWS CB368 # 8 X 1-1/4" 5M 1/2" C.B. TO WOOD OR 20-25 GA STEEL
CB468 # 8 X 1-5/8" 4M 5/8" C.B. TO WOOD OR 20-25 GA STEEL
CB868 # 8 X 2-1/4" 2M MULTI-LAYERS C.B. TO WOOD OR 20-25 GA STEEL
CB14 # 8 X 1-1/4" 5M 1/2" CEMENT BOARD TO 14-20 GA STEEL
CB15 # 8 X 1-5/8" 4M 5/8" CEMENT BOARD TO 14-20 GA STEEL
CB30S # 8 X 2-1/4" 2M MULTI-LAYERS C.B. TO 14-20 GA STEEL
SUPER FRAMING DRILLERS 19 & 19Z # 7 X 7/16" 15M 39.6 FRAMING 20 GA. STEELPAN HEAD "TEK", #2 PHILLIPS 20 & 20Z # 8 X 1/2" 10M 31.9 FRAMING STEEL UP TO 14 GA.
40-12 # 10 X 1/2" 10M 46.9 PAN HEAD, ZINC41Z SUPER-12 # 10 X 1/2" 10M 44 FLAT HEAD, ZINC
41ZSUPER # 10 X 3/4" 10M 59.4 FLAT HEAD, ZINCDEEP RECESS FAST DRILL TIME
WAFER HEAD DRILLERS 34 & 34Z # 8 X 1/2" 10M 36.3 EXTRA WIDE WASHERWAFER HEAD "TEK" 35 & 35Z # 8 X 1" 5M 27 5 METAL LATH TO STEEL &
STEELER ® Construction Screws are Produced in ISO 9002 & ISO 14001 Certified Environments and Meet or Exceed one or more of the following ASTM
Designations: C 954, C 1002, or C 1513.
WAFER HEAD TEK 35 & 35Z # 8 X 1 5M 27.5 METAL LATH TO STEEL  PHILLIPS 36 & 36Z # 8 X 1-1/4" 5M 31.9 FRAMING STEEL UP TO 14 GA.
38(Z) SUPER # 8 X 1-3/4" 4M 32.6 SUPER POINT50PZ # 10 X 5/8" 5M 27.5 SUPER POINT, SUPER HEAD
44ZMAG # 10 X 3/4" 5M 30.8 *SUPER POINT, SUPER HEAD**FRAMING STEEL UP TO 12 GA.*
SUPER HEX DRILLERS 26A & 26AZ # 8 X 1/2" 10M 31.9HEX WASHER HEAD "TEK" 26BZ # 8 X 3/4" 10M 41.8 MULTI-PURPOSE SHEET METAL
26C & 26CZ # 8 X 1" 8M 39.6 AND HVAC WORK, STEEL FRAMING26EZ # 8 X 1-1/2" 5M 34.328AZ # 10 X 1/2" 10M 47.5 AND METAL TO METAL APPLICATIONS28BZ # 10 X 3/4" 5M 30.628CZ # 10 X 1" 8M 56.3
HWHTZ10-2 # 10 X 2" 2M 24.229BZ # 12 X 3/4" 5M 37.8
OTHER GAUGES AND LENGTHS 29CZ # 12 X 1" 3M 29 HEAVY DUTY STEEL FRAMINGAVAILABLE HWHTZ14-114 # 14 X 1-1/4" 2M 34 MULTI-LAYERS OF HEAVY GA. STEEL
SUPER #4 & #5 PT HEX DRILLERS
HWHT4Z12-114 # 12 X 1-1/4" 2M WITH WASHER #4 POINT, 500 HR, ZINC + SEAL5/16" Hex Drive
HWHT5Z12-114 # 12 X 1-1/4" 2.5M NO WASHER #5 POINT, SILVER 1000 HR
PLY METAL DRILLERSREAMER TEK RT10-1716 # 10 X 1-7/16" 4M 38.3
WINGED DRILLER RT10-212 # 10 X 2-1/2" 1.5M 21.8 PLYWOOD OR COMPOSITERT12-2 # 12 X 2" 1.5M 24 TO METAL
RT12-212 # 12 X 2-1/2" 1M 19.8 ALL REAMER TEK'SRT12-258 # 12 X 2-5/8" 1M 23 HAVE ZINC COATINGRT12-234 # 12 X 2-3/4" 1M 23.8
PILOT POINT DRILLERS PILOT POINT PRE-DRILLS THRUP81516F3 #8 x 1-15/16" 4M PLYWOOD, COMPOSITE, OR LAMINATED
N t Thi i t i l d d i ICC ES R t # ESR 2054 MATERIALS TO HEAVY GAUGE STEEL
HEX HEADS ALLOWS FOR GREATER TORQUE WITHOUT CAMOUTS
Note: This page is not included in ICC-ES Report # ESR-2054 MATERIALS TO HEAVY GAUGE STEELUpdated 12/8/2009
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SLOTTED STUD™ 1-800-275-2279
UL® Head of Wall Systems:System Number: Fire Rating: Movement Class & Capabilities:HW-D-0016 1 & 2 Hour Fire Rating Classes II & III, 25% Compression
HW-D-0020 1 & 2 Hour Fire Rating Class II, 25% Compression or Extension
HW-D-0021 1 & 2 Hour Fire Rating Class II, 18.75% Compression and Extension
HW-D-0029 1 & 2 Hour Fire Rating Class II, 25% Compression or Extension
HW-D-0032 2 Hour Fire Rating Class II, 50% Compression or Extension
HW-D-0033 2 Hour Fire Rating Class II 50% Compression or Extension
STEELER ® INC.
The STEELER ® SLOTTED STUD™ is an innovative and economical light gauge steel framing Head-Of-Wall (HW) Joint System that is Classified by Underwriters Laboratories, Inc. for 500 successful cycles. It is unlike any other head-of-wall assembly currently in the construction industry and can be used for
both non-load bearing and wind load-bearing walls. The STEELER® SLOTTED STUD™ has a slot of 2-1/4" which allows for up to a 1" deflection up or down, depending on which Head-Of-Wall Joint System
is used. The Engineer of Record shall specify which Head-Of-Wall Joint System to use.
HW-D-0034 1 & 2 Hour Fire Rating Class II, 25% Compression or Extension
HW-D-0037 2 Hour Fire Rating Class II, 18.75% Compression or Extension
HW-D-0048 1 & 2 Hour Fire Rating Class II, 33% Compression or Extension
HW-D-0049 1 & 2 Hour Fire Rating Class II, 50% Compression or Extension
U.L Classified XHLI.R21503U.L Classified for Canada XHLI7.R21503 ICC-ES ESR-2054
U.S. Patent No. 6,854,237 B2
Note: This page is not included in ICC-ES ESR-2054
Seattle, WA 98178e-mail: info@ steeler.com
10023 Martin Luther King Jr. Way South
1-800-275-2279 Toll Free206-725-2500 Local
206-725-1700 Marketing Fax
STEELER ® INC. Corporate HeadquartersFor questions, please contact your local Steeler or call our Marketing Department.
Steeler and Steeler, Inc. are registered trademarks of Steeler, Inc. Copyright 2009 Steeler Inc. All Rights Reserved. Rev. December 10, 2009
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STEELER ® INC. SLOTTED STUD™ Wind Load & Non-Load BearingDeflection Wall System
Steeler and Steeler, Inc. are registered trademarks of Steeler, Inc. Copyright 2009 Steeler, Inc. All Rights Reserved. December 10, 2009
U.S. Patent No. 6,854,237 B2Note: This page is not included in ICC-ES ESR-2054
ICC-ES ESR-2054
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Note: This page is not included in ICC-ES 2054
A
Custom Brake Shapes
STEELER INC. will providebrake shapes to you on an as neededbasis. We are able to providecustom shapes for your special jobrequirements within reasonable leadtimes. At left are some shapes whichare common in industry anddimensioning variables to help youwith your ordering. Our shop is notlimited to these shapes and it is justa matter of a request to receiveinformation on shapes not shown.
9 0 °
B
90° ANGLEA
ANGLE OVER 90°
1
A
CB
J TRACK
B
A
C
3 4B
C
A
A
B
DC
11
B
C
D
E
F
CUSTOM SHAPES
2
12
A
C
HAT SECTION
B
10 E
DD
C9
B
A
Z SHAPES
A
B
C
7
F
D E
PITCHED TRACK
8
A
B D
C
EF
DEFLECTION TRACK
C
HAT SECTION
B
A
6D
GUTTER SHAPESA
C
D
B
5
13
10023 Martin Luther King Jr. Way South - Seattle, WA 98178 - (206) 725-2500 - (206) 725-1700 FAX - www.steeler.com
a) Light gauge steel meeting thephysical and galvanizationrequirements of A.S.T.M.A-653 or equal.
b) Shape and Dimensions asrequested
c) Maximum Length = 32' - 0"
d) Gauges available:25, 20, 18, 16, 14, 12, 10 andup to 1/4 of an inch thick.
e) Packaging = Varies on Order
f) Up to 6 brakes/bendsavailable (BS1 = 1 bend;BS6 = 6 bends)
Ordering information
DEEP LEG TRACK
ANGLE UNDER 90°
1-800-275-2279
Document: ST-BS September 10, 2003
Materials
Please be sure to provide quantity,length, thickness (gauge) andappropriate dimensional information.A drawing of the brake shape isrequired for all orders. Be sure toidentify inside or outsidemeasurements and to let us know ofacceptable variances on angles ordimensions.Consult with your engineering firm beforeusing this product.
STAIR PANS
A
CB
CUSTOM SHAPES
14
NOTE: SPECIFYLEG LENGTHS
UP TO 6"B & C LEGS
UP TO 6" DEEP
Steeler and Steeler, Inc. are registered trademarks of Steeler, Inc. Copyright 2003 Steeler, Inc. All Rights Reserved.Note: This page is not included in ICC-ES 2054
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Note: This page is not included in ICC-ES 2054
A
B
CA = 1-1/4" or 1-1/2"B = 1/2"C = 7/16" minimum
STEELER INC. is pleased to offer a L ab C ertifiedproduct for use in wall assemblies requiring a LabCertified STC 56 Rated Product for assembliesrequiring higher STC ratings as stipulated by theUniform B uilding C ode(Report No. TL06-287; DatedAugust 1, 2006). O ur 12 SRC meets the minimumdesign dimensions (A ,B & C ) as shown on page 5 ofthe G ypsum A ssociation' sICC-ES ICBO No. 1632.
W hen used in accordance with the G ypsumA ssociation' s Fire Resistance and Sound C ontrolDesign Manual, STEELER 12 SRC will meet orexceed their listed ratings.
STEELER 12 SRC is Lab Certified - STC 56; testedaccording to the provisions and requirements ofASTM E 90-04, Standard Test Methods forLaboratory Measurement of Airborne SoundTransmission Loss of Building Partitions.
10023 Martin Luther King Jr. W ay South - Seattle, W A. 98178 - (206)725-2500 - (206) 725-1700 FA X www.steeler.com
Materialsa) Steeler 12 SRC (P art # 0125R050-018)
A vailable flanges of 1-1/4" and Extra W ide 1-1/2" (P art # 0150R050-018H )
L ength = 12' - 0"C ustom L engths A vailable
A vailable with hemming for 1-1/4" andhemming is required for 1-1/2"
P ackaging = B undles of 40(480 feet per bundle)
b) Steeler Steel Framing; minimum 3-1/2" 25gauge Steeler Studs (P art # 0350S125-018)& minimum 3-1/2" 25 gauge 1" Steeler Track(P art # 0350T100-018)
c) Steeler C onstruction Screws:# 7 x 7/16" Super Framers (P N # 23)# 8 x 9/16" W afer H d. Sharp P t. (P N # 31)# 8 x 1/2" Super W afer H d. Driller (P N # 34Z )# 6 x 1" Super Steelers (P N # 168)# 10 x 1-1/2" Super L aminators (P N # 12)
d) O SI Sound C aulking P art # O SI SC 175
e) 5/8" thick Type X G ypsum B oard (Fire Rated)
f) 3-1/2" thick un-faced fiberglass soundinsulations batts
Note: The products listed above have beentested as an assembly; subsitutions to theassembly have not been tested and may havesubstantially different results.
Steeler Sound Resilient C hannels (12 SRC )are to be installed horiz ontally 24" O .C . to theframing.
P lease refer to STEELER' s SRC TechnicalC a talog (O range C atalog) for detailedinstallation details, which is available fromyour Steeler Representative.
12 SRC (Resilient Channel)STC 56 Lab Certified
Document: ST-12SRC February 26, 2009
Steeler and Steeler, Inc. are registered trademarks of Steeler, Inc. C opyright 2009 Steeler, Inc. A ll Rights Reserved.
Note: This page is not included in ICC-ES 2054
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Note: This page is not included in ICC-ES 2054
Pa
rt
Nu
mb
er S
pec
ific
at
ion
Seattle Sacramento206-725-8500 916-483-3600
206-725-1100 FAX 916-483-3018 FAX
Tacoma Newark 253-572-8200 510-505-9595
253-572-8400 FAX 510-505-0200 FAX
Portland San Diego503-231-1100 619-527-1000
503 235 2908 FAX 619 527 1005 FAX
Phoenix623-848-0007
623 848 3055 FAX
Bakersfield661-399-3333
661 399 0004 FAX
10023 Martin Luther King Jr. Way SouthSeattle, WA 98178
(206) 725-2500 (206) 725-1700 FAX (800) 275-2279 Toll Free
509-928-5741 FAX
Spokane509-926-7403
Delta, B.C.604-940-1332
STEELER ® ICC-ES REPORT ESR-2054
604-940-1334 FAX 520-292-1037 FAX
Tucson520-690-0077
[email protected] www.steeler.com
503-235-2908 FAX 619-527-1005 FAX623-848-3055 FAX661-399-0004 FAX
Redmond425-869-5555
425-869-5557 FAX
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