September 14, 2016 amazonaws com
September 14, 2016
page 1 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
September 14, 2016 Structural (S) Stud Effective Properties
Gross Properties
Torsional Properties
Member
Design Fy (ksi) Thicknes s (in)
Area (in2)
Weight (lb/ft)
Ix (in4)
Sx (in3)
Ma (in-k) Mnd (in-k)
Vag (lb)
Vanet (lb) Ix (in4)
Sx (in3)
Rx (in)
Iy (in4)
Ry (in)
J x 1000 (in4)
Cw (in6)
Xo (in)
m (in)
Ro (in)
b
Lu (in)
362S162-54
0.0566
50
0.422
1.44
0.873
0.453
13.556
22.708
3372
1016
0.873
0.482
1.438
0.154
0.605
0.451
0.457
-1.283
0.774
2.020
0.597
34.4
800S162-43
0.0451
33
0.537
1.83
4.500
1.019
20.142
30.623
1051
1051
4.635
1.159
2.938
0.160
0.546
0.364
2.076
-0.926
0.601
3.128
0.912
39.8
Section Properties Table Notes 1. Calculated properties are based on AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members. 2. The centerline bend radius is based upon inside corner radii shown in thickness chart. 3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 4. Tabulated gross properties, including torsional properties, are based upon full-unreduced cross section of the studs, away from punchouts. 5. For deflection calculations, use the effective moment of inertia. 6. Allowable moment includes cold-work of forming. 7. For the steels that have both 33 and 50 ksi listing, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (example: 3625 S137 16-50 (50 ksi)). 8. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. Hems on non-structural track sections are ignored. 9. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G-40 min, G60 available. 10. All structural framing members have a protective coating conforming to ASTM C 955, G-60min, G90 available. 1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 2 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Structural (T) Track Effective Properties
Gross Properties
Torsional Properties
Member
Design Thickness (in)
Fy (ksi)
Area (in2)
Weight (lb/ft)
Ix (in4)
Sx (in3)
Ma (in-k)
Vag (lb)
Ix (in4)
Sx (in3)
Rx (in)
Iy (in4)
Ry (in)
J x 1000 (in4)
Cw (in6)
Xo (in)
m (in)
Ra (in)
b
800T125-43
0.0451
33
0.473
1.61
3.484
0.640
12.653
1030
3.774
0.925
2.824
0.046
0.311
0.3208
0.589
-0.436
0.292
2.875
0.977
800T200-54
0.0566
33
0.679
2.31
5.506
1.009
19.934
2039
6.154
1.501
3.012
0.218
0.567
0.7245
2.664
-0.908
0.584
3.196
0.919
Section Properties Table Notes 1. Calculated properties are based on AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members. 2. The centerline bend radius is based upon inside corner radii shown in thickness chart. 3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 4. Tabulated gross properties, including torsional properties, are based upon full-unreduced cross section of the studs, away from punchouts. 5. For deflection calculations, use the effective moment of inertia. 6. Allowable moment includes cold-work of forming. 7. For the steels that have both 33 and 50 ksi listing, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (example: 3625 S137 16-50 (50 ksi)). 8. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. Hems on non-structural track sections are ignored. 9. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G-40 min, G60 available. 10. All structural framing members have a protective coating conforming to ASTM C 955, G-60min, G90 available. 1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 3 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Angle Geometric Properties Member Name
Leg Length
Thickness (mils)
Gauge
Length
200A200-GAUGE
2" x 2"
18 / 30 / 33 / 43 / 54 / 68 / 97
25 / 20D / 20S / 18 / 16 / 14 / 12
10' or custom lengths
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, G60 available. 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.
1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 4 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Z Furring Geometric Properties Member Name
Size
Thickness (mils)
Gauge
Length
150Z-GAUGE
1-1/2"
18 / 30 / 33 / 45 / 54 / 68 / 97
25 / 20D / 20S / 18 / 16 / 14 / 12
10', 12' or custom lengths
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, G60 available. 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.
1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 5 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Flat Stock Tensile Values (in) by Thickness (mils) / Design Thickness / Gauge Member Name
Leg Length
Thickness (mils)
Gauge
Length
300FS-GAUGE
3"
18 / 27 / 30 / 33 / 43 / 54 / 68 / 97
25 / 22 / 20D / 20S / 18 / 16 / 14 / 12
10' or custom lengths
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, G60 available. 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.
1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 6 / 6 Powered by TCPDF (www.tcpdf.org)
page 1 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
September 14, 2016 Structural (S) Stud Effective Properties
Gross Properties
Torsional Properties
Member
Design Fy (ksi) Thicknes s (in)
Area (in2)
Weight (lb/ft)
Ix (in4)
Sx (in3)
Ma (in-k) Mnd (in-k)
Vag (lb)
Vanet (lb) Ix (in4)
Sx (in3)
Rx (in)
Iy (in4)
Ry (in)
J x 1000 (in4)
Cw (in6)
Xo (in)
m (in)
Ro (in)
b
Lu (in)
362S162-54
0.0566
50
0.422
1.44
0.873
0.453
13.556
22.708
3372
1016
0.873
0.482
1.438
0.154
0.605
0.451
0.457
-1.283
0.774
2.020
0.597
34.4
800S162-43
0.0451
33
0.537
1.83
4.500
1.019
20.142
30.623
1051
1051
4.635
1.159
2.938
0.160
0.546
0.364
2.076
-0.926
0.601
3.128
0.912
39.8
Section Properties Table Notes 1. Calculated properties are based on AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members. 2. The centerline bend radius is based upon inside corner radii shown in thickness chart. 3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 4. Tabulated gross properties, including torsional properties, are based upon full-unreduced cross section of the studs, away from punchouts. 5. For deflection calculations, use the effective moment of inertia. 6. Allowable moment includes cold-work of forming. 7. For the steels that have both 33 and 50 ksi listing, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (example: 3625 S137 16-50 (50 ksi)). 8. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. Hems on non-structural track sections are ignored. 9. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G-40 min, G60 available. 10. All structural framing members have a protective coating conforming to ASTM C 955, G-60min, G90 available. 1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 2 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Structural (T) Track Effective Properties
Gross Properties
Torsional Properties
Member
Design Thickness (in)
Fy (ksi)
Area (in2)
Weight (lb/ft)
Ix (in4)
Sx (in3)
Ma (in-k)
Vag (lb)
Ix (in4)
Sx (in3)
Rx (in)
Iy (in4)
Ry (in)
J x 1000 (in4)
Cw (in6)
Xo (in)
m (in)
Ra (in)
b
800T125-43
0.0451
33
0.473
1.61
3.484
0.640
12.653
1030
3.774
0.925
2.824
0.046
0.311
0.3208
0.589
-0.436
0.292
2.875
0.977
800T200-54
0.0566
33
0.679
2.31
5.506
1.009
19.934
2039
6.154
1.501
3.012
0.218
0.567
0.7245
2.664
-0.908
0.584
3.196
0.919
Section Properties Table Notes 1. Calculated properties are based on AISI S100-07, North American Specification for the Design of Cold-Formed Steel Structural Members. 2. The centerline bend radius is based upon inside corner radii shown in thickness chart. 3. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI A7.2. 4. Tabulated gross properties, including torsional properties, are based upon full-unreduced cross section of the studs, away from punchouts. 5. For deflection calculations, use the effective moment of inertia. 6. Allowable moment includes cold-work of forming. 7. For the steels that have both 33 and 50 ksi listing, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified. (example: 3625 S137 16-50 (50 ksi)). 8. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. Hems on non-structural track sections are ignored. 9. Drywall framing members have a protective coating conforming to ASTM spec A 653/A 653M, G-40 min, G60 available. 10. All structural framing members have a protective coating conforming to ASTM C 955, G-60min, G90 available. 1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 3 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Angle Geometric Properties Member Name
Leg Length
Thickness (mils)
Gauge
Length
200A200-GAUGE
2" x 2"
18 / 30 / 33 / 43 / 54 / 68 / 97
25 / 20D / 20S / 18 / 16 / 14 / 12
10' or custom lengths
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, G60 available. 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.
1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 4 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Z Furring Geometric Properties Member Name
Size
Thickness (mils)
Gauge
Length
150Z-GAUGE
1-1/2"
18 / 30 / 33 / 45 / 54 / 68 / 97
25 / 20D / 20S / 18 / 16 / 14 / 12
10', 12' or custom lengths
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, G60 available. 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.
1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 5 / 6
EB Metals Submittal Generator A PDF Generation Tool for Professional Submittals
Flat Stock Tensile Values (in) by Thickness (mils) / Design Thickness / Gauge Member Name
Leg Length
Thickness (mils)
Gauge
Length
300FS-GAUGE
3"
18 / 27 / 30 / 33 / 43 / 54 / 68 / 97
25 / 22 / 20D / 20S / 18 / 16 / 14 / 12
10' or custom lengths
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, G60 available. 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.
1
Web-height-to-thickness ratio exceeds 200. Web Stiffeners are required at all support points and concentric loads. Suitability of web holes must be evaluated independently. When web height-to thickness ratio exceeds 260, or flange width-to-thickness ratio exceeds 60, effective properties are not calculated (limitations in AISI section B1). Complies with the 2009 International Building Code(IBC) and 2007 North American Specification for the Design of Cold-Formed Steel Structural Members (NASPEC). 2
CODES & STANDARDS AISI North American Specification 2001 with 2004 Supplement Framing meets ASTM A 1003, A 653, C645 & C 955
page 6 / 6 Powered by TCPDF (www.tcpdf.org)
