Accessories

Cornerbead


EB Metal Cornerbead provides the strongest corner protection in the market from it’s .015 thickness. It’s hot dipped galvinized protection provides superior corrosion protection and complies with ASTM A653. The flanges are punched and knurled for ease of joint compound adhesion.

Product Data and Ordering Information
Material: .015 thickness, minimum G40 galvinized
Dimensions: 1-1/4″ X 1-1/4″ legs

Length Pcs/Ctn Feet/Ctn Ctn/Pallet
8′ 63 504 42
9′ 56 504 48
10′ 50 500 48
12′ 42 504 48

 
ASTM Codes and Standards
All EB Metal Cornerbeads meet or exceed the following standards:
* ASTM C 1047 Standard Specification for Accessories for Gypsum Wallboard
* ASTM A 653 Standard for Hot Dipped Galvanized Steel

U-Channel

U-Channel Section
Member Design Thickness (in) Yield strength, Fy (ksi) Gross Properties Effective Properties
Area Weight Ix Rx Iy Ry Ix Sx Ma Va
(in2) (lb/ft) (in4) (in) (in4) (in) (in4) (in3) (in-k) (lb)
075U050-54 0.0566 33 0.087 0.296 0.007 0.289 0.002 0.156 0.007 0.019 0.459 315
150U050-54 0.0566 33 0.130 0.441 0.039 0.549 0.003 0.146 0.039 0.052 1.230 840
200U050-54 0.0566 33 0.158 0.537 0.080 0.711 0.003 0.137 0.080 0.080 1.883 1190
250U050-54 0.0566 33 0.186 0.633 0.140 0.868 0.003 0.130 0.140 0.112 2.648 1540

 

1. Calculated properties are based upon AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members.
2. Minimum base steel thickness is 95% of design thickness.
3. Effective properties are based on Fy=33ksi.

(Hat) Furring (F) Channel

(Hat) Furring (F) Channel
Member Design Thickness (in) Yield strength, Fy (ksi) Gross Properties Effective Properties
Area Weight Ix Rx Iy Ry Ix Sx Ma Va
(in2) (lb/ft) (in4) (in) (in4) (in) (in4) (in3) (ft-lb) (lb)
087F125-18 0.0188 33 0.072 0.244 0.009 0.354 0.035 0.698 0.008 0.016 26.61 255
087F125-27 0.0283 33 0.107 0.365 0.013 0.351 0.051 0.693 0.013 0.027 45.20 381
087F125-30 0.0312 33 0.118 0.401 0.014 0.350 0.056 0.691 0.014 0.031 50.98 420
087F125-33 0.0346 33 0.130 0.443 0.016 0.349 0.062 0.689 0.016 0.034 56.23 464
087F125-43 0.0451 33 0.168 0.572 0.020 0.345 0.079 0.684 0.020 0.043 71.00 599
087F125-54 .0566 33 .207 .708 .024 .340 .095 .678 .024 .059 128.80 1091
150F125-18 0.0188 33 0.095 0.324 0.031 0.572 0.052 0.742 0.029 0.034 56.73 261
150F125-27 0.0283 33 0.143 0.485 0.046 0.569 0.077 0.737 0.046 0.057 94.22 390
150F125-30 0.0312 33 0.157 0.534 0.051 0.568 0.085 0.735 0.050 0.064 105.92 429
150F125-33 0.0346 33 0.174 0.590 0.056 0.566 0.093 0.733 0.056 0.071 117.31 474
150F125-43 0.0451 33 0.225 0.764 0.071 0.563 0.119 0.728 0.071 0.091 149.70 613
150F125-54 .0566 33 .278 .946 .087 .558 .145 .722 .087 .122 275.50 1117

 

1. Calculated properties are based upon AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members.
2. Minimum base metal thickness is 95% of design thickness. Design thickness used for determination of properties.
3. Effective properties are based on Fy=33ksi. For deflection calculations, use effective Ix. Effective Ix is based on Procedure 1 of NASPEC.
4. Effective properties are given as the minimum value for positive or negative bending.

 

RC1 Resilient Channel

Product Benefits

EB Metals RC-1 Resilient Sound Channels (Furring Channel) are fabricated from galvanized steel and designed to decrease sound transmission through wall partitions and ceilings/floors.

Additional benefits include:
• RC-1 Standard Duty has a minimum design thickness of .018”
• Deeply knurled for positive screw placement
• Works great to prevent ridging and cracking in ceilings

Drawing not to scale

Certification

EB Metals RC-1 Resilient Sound Channels meet or exceed ASTM C 645 Standard Specification for Nonstructural Steel Framing Members.

Spacing Guidelines

Spacing of RC-1 resilient sound channel (furring channel) should not exceed 24” o.c. (16” o.c. if span is 24” o.c.).

Storage

Avoid bending or other damage and store in a dry place protected from moisture.

Installation Recommendations

EB Metals recommends installation in accordance with applicable ASTM standards and using prevalent industry standards. Reference materials include ASTM C 754, Gypsum Association GA-216, Gypsum Association GA-600

RC2 Resilient Channel

Product

EB Metals RC-2 Resilient Sound Channels (Furring Channel) are fabricated from galvanized steel with expanded metal legs that provide resiliency to decrease sound transmission through wall partitions and ceilings/floors.

Benefits:
• Minimum G-40 coating providing the finest rust protection
• 25 gauge galvanized steel
• 1” spaced holes in the leg flanges to facilitate fastening to framing members
• Works great to prevent ridging and cracking in ceilings

Certification

EB Metals RC-2 Resilient Sound Channels meet or exceed ASTM C 645 Standard Specification for Nonstructural Steel Framing Members.

Limitations

Spacing of RC-2 resilient sound channel (furring channel) should not exceed 16” o.c. with a span of 32” o.c. (24” spacing when span is 16” o.c.).

Storage

Avoid bending or other damage and store in a dry place protected from moisture.

Installation Recommendations

EB Metals recommends installation in accordance with applicable ASTM standards and using prevalent industry standards. Reference materials include ASTM C 754, Gypsum Association GA-216, Gypsum Association GA-600

Metal Angle

General Notes

1. Physical properties and load tables have been calculated in conformance with the 2001 NASPEC for the Design of Cold‐Formed Steel Structural Members, including the 2004 Supplement, and the IBC 2006, unless noted otherwise.
2. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G‐40 min, or equivalent corrosion resistance.
3. Reference ASTM specification A 1003/A 1003M table 1 for the universe of allowable coatings for light gauge steel framing.
4. Drywall framing members are marked with product information per the requirements of ASTM C 645 section 14.
5. All delivered material must be kept dry, preferably by being stored inside a building under a roof. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTM C 1007 section 4.
6. Drywall framing [nonstructural 25 gauge, 22 gauge and 20 gauge] is not permitted in load bearing

Leg Length Thickness (mils) Gauge Length
7/8″ x 1‐3/8″ 18 25 10′ or custom lengths
27 22
30 20
1‐1/2″ x 1‐1/2″ 18 25
27 22
30 20
43 18
54 16
2″ x 2″ 18 25
27 22
30 20
43 18
54 16
68 14
3″ x 3″ 18 25
27 22
30 20
43 18
54 16
68 14
Flat Stock
Leg Length Thickness (mils) Gauge Length
1″ 18, 27, 30, 33, 43, 54, 68, 97 25, 22, 20D, 20S, 18, 16, 14, 12 10′ or custom lengths
1-1/2″
2″
3″
4″
5″
6″
7″
8″
9″
10″
11″
12″

General Notes

1. Physical properties and load tables have been calculated in conformance with the 2001 NASPEC for the Design of Cold-Formed Steel Structural Members, including the 2004 Supplement, and the IBC 2006, unless noted otherwise.
2. Drywall framing members have a protective coating conforming to ASTMspec A 653/A 653M, G-40min, or equivalent corrosion resistance.
3. Reference ASTMspecificationA 1003/A 1003M table 1 for the universe of allowable coatings for light gauge steel framing.
4. Drywall framing members are marked with product information per the requirements of ASTMC 645 section 14.
5. All delivered material must be kept dry, preferably by being stored inside a building under a roof. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTMC 1007 section 4.
6. Drywall framing [nonstructural 25 gauge, 22 gauge and 20 gauge] is not permitted in load bearing (i.e. axial load greater than 200 lbs.) or exterior applications (i.e. transverse load greater than 10 PSF). Reference ASTMC 645 section 3.2.2.

Z Furring

3″1825

Size Thickness (mils) Gauge Length
1″ 18 25 8′ 6″, 10′, 12′ or custom lengths
27 22
30 20
43 18
1-1/2″ 18 25
27 22
30 20
43 18
2″ 18 25
27 22
30 20
43 18
2-1/2″ 18 25
27 22
30 20
43 18
27 22
30 20
43 18

General Notes

1. Physical properties and load tables have been calculated in conformance with the 2001 NASPEC for the Design of Cold-Formed Steel Structural Members, including the 2004 Supplement, and the IBC 2006, unless noted otherwise.
2. Drywall framing members have a protective coating conforming to ASTMspec A 653/A 653M, G-40min, or equivalent corrosion resistance.
3. Reference ASTMspecificationA 1003/A 1003M table 1 for the universe of allowable coatings for light gauge steel framing.
4. Drywall framing members are marked with product information per the requirements of ASTMC 645 section 14.
5. All delivered material must be kept dry, preferably by being stored inside a building under a roof. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTMC 1007 section 4.
6. Drywall framing [nonstructural 25 gauge, 22 gauge and 20 gauge] is not permitted in load bearing (i.e. axial load greater than 200 lbs.) or exterior applications (i.e. transverse load greater than 10 PSF). Reference ASTMC 645 section 3.2.2.

Slotted Track

Slotted Track

Slotted Track is used in conditions that may contain vertical movement within the framing structure.
EB Metal slotted track is available in web. Slotted Track is available in 25 gauge thru 16 gauge.

Thickness (in)
Mills Gauge Design Minimum *
18 25 0.0188 0.0179
33 20 0.0346 0.0329
43 18 0.0451 0.0428
54 16 0.0566 0.0538
68 14 0.0695 0.0660

* Minimum Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site based on Section A3.4 of the 1996 AISI Specification.

Dimensions

Web Width 2-1/2”, 3-5/8”, 4”, 6”, 8”

Yield Strength 33 ksi for 25ga, 20ga, & 18ga 50 ksi for 16ga & 14ga

Coating G40 for 25ga DW G60 for 20ga STR – 14ga.

Leg Length 2-1/2”

Slot Strength 1-7/10”

General Notes

1. Physical properties have been calculated in conformance with the 2001 NASPEC for the Design of Cold-Formed Steel Structural Members,
including the 2004 Supplement, and the IBC 2006, unless noted otherwise.
2. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G-40 min, or equivalent corrosion resistance.
3. All structural framing members have a protective coating conforming to ASTM C 955.
4. Reference ASTM specification A 1003/A 1003 M table 1 for the universe of allowable coatings for light gauge steel framing.
5. All delivered material must be kept dry, preferably by being stored inside a building under a roof. If it is necessary to store material outside, it must be stacked off the ground, properly supported on a level platform, and fully protected from the weather. Reference ASTM C 754 section 8 and ASTM C 1007 section 4.
6. Drywall framing [nonstructural 25 gauge, 22 gauge and 20 gauge] is not permitted in load bearing (i.e. axial load greater than 200 lbs.) or exterior applications (i.e. transverse load greater than 10 PSF). Reference ASTM C 645 section 3.2.2.
7. Track is produced in standard lengths of 10 feet unless a custom track length is indicated. Track is manufactured with unpunched webs.