LIGHT GAUGE STRUCTURAL FRAMING & ACCESSORIES

1 LIGHT GAUGE STRUCTURAL FRAMING & GAUGE STRUCTURAL FRAMING & ACCESSORIESLIGHT GAUGE STRUCTURAL FRAMING & ACCESSORIES054003 TABLE OF CONTENTSP roduct Identification ..4 General Product Information .. 4 - 5 Material Specifications.. 4 Technical Assistance .. 4 Thickness Steel Components .. 4 Design Stiffening Lip Length .. 4 General Notes for all Tables..4 Definitions of Symbols.. 4 Physical Properties.. 6 Physical Properties Table Notes .. 6 Non- STRUCTURAL Stud Physical Properties.. 6 Non- STRUCTURAL Track Physical Properties .. 7 STRUCTURAL Stud Physical Properties.. 8 - 9 STRUCTURAL Track Physical Properties .. 10 - 13 Limiting Wall Height Tables.

2 14 Limiting Wall Heights Non- STRUCTURAL .. 14 - 15 Wall Height Non- STRUCTURAL Table Notes .. 14 Limiting Wall Heights STRUCTURAL .. 16 - 19 Wall Height STRUCTURAL Table Notes .. 16 Curtain Wall Construction Details .. 20 - 21 Axial Load Tables .. 22 - 33 Allowable Axial Load Table Notes .. 22 Allowable Axial Loads .. 22 - 33 Construction Details .. 34 Web Crippling Load Tables .. 35 - 37 Web Crippling Load Table Notes.. 35 - 36 Web Crippling Conditions .. 35 Allowable Web Crippling Loads Single members .. 36 Allowable Web Crippling Loads Back-to-Back members . 37 Floor Joist Span Tables .. 38 - 45 Allowable Floor Joist Span Table Notes.

3 43 Allowable Floor Joist Spans .. 38 - 43 Floor Assembly Details .. 44 - 45 Ceiling Span Table .. 46 - 47 Ceiling Span Table Notes.. 46 Ceiling Spans L/240.. 46 Ceiling Spans L/360 .. 47 Channel Properties.. 48 - 49 (CRC) Cold-Rolled Channel Physical Properties and Allowable Span Tables .. 48 (DWFC) Drywall Furring Channel Physical Properties and Allowable Span Tables .. 49 Header Load Tables .. 50 - 53 Header Load Table Notes .. 50 Header Allowable Uniform Loads .. 50 - 53 Fastening Systems.. 54 Screw Table Notes.. 54 Allowable Loads for Screw Connections .. 53 Weld Table Notes.. 53 Allowable Loads for Fillet Welds and Flare Groove Welds.

4 53 Powder Systems .. 54 ACCESSORIES .. 55 - 56 (CLT) Custom Leg Track, (FS) Flat Strapping , (WS) Web Stiffeners, (BC) Bridge Clip.. 55 (RA) Rolled Angles, (CA) Clip Angles, (FC) Foundation Clip . 56 Architectural Specification .. IDENTIFICATIONSECTION PROPERTIESPRODUCT IDENTIFICATIONAll Telling Industries products contain a four part identification code. This identifies the size (both depth and flange/leg height), style, and material thickness of each :Note: For those sections where two different yield strengths (33 ksi and 50 ksi) are shown, the yield strength used in the design, if greater than 33 ksi,should be identified on the design and ordering of steel.

5 ( , 600S162-54(50 ksi)THICKNESS - STEEL COMPONENTSM inimum Thickness1(mils)DesignThickness(in)Insid eCorner Radii(in)Reference OnlyGauge - - STIFFENING LIP LENGTHS ectionFlange WidthDesign StiffeningLip Length (in)S1251 1/4 3/8 5/8 1/2 Thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the job site based on Section of the 2004 DEPTH:(Example: 6 = 600 x 1/100 inches) All member depths are taken in 1/100 inches. For all T sections member depths is the inside to inside HEIGHT:(Example: 1 5/8 = ~ 162 x 1/100 inches)All flange widths are taken in 1/100 :(Example: Stud or Joist section = S)The two alpha characters utilized by the identification code are:S= Stud or Joist SectionsT= Track SectionsMATERIAL THICKNESS:(Example: in.))

6 = 54 mils = 16 GAUGE ; 1 mil = 1/1000 in.)Material thickness is the minimum base metal thickness in mils. Minimum base metal thickness represents 95% of the design GAUGE STRUCTURAL FRAMING & ACCESSORIES054005 RAW MATERIAL INFORMATIONAll Telling Industries products are formed from steel with a minimum yield strength of 33 or 50 KSI (1000 lbs per square inch). All products contained in this brochure are engineered to meet the 2001 Edition of the AISI (American Iron and Steel Institute) North American Specification for the Design of Cold- Formed Steel STRUCTURAL members . The same document was used to calculate the physical and STRUCTURAL properties of all products listed herein via allowable stress design PRODUCT INFORMATIONTECHNICAL ASSISTANCET echnical assistance is available to Telling Industries customers when requested.

7 A Telling Industries representative or design professional can review project specific load conditions and determine deflection criteria and lateral bracing conditions not discussed herein. Further, our representatives can assist purchasers and designers in economical applications for maximum information contained in this brochure is intended as a general guide for using Telling Industries products. This information should not be used in design or assembly without an independent assessment by a qualified design professional. Such an assessment is necessary to verify the suitability of a particular product for use in any load bearing application.

8 Telling Industries assume no liability for failure resulting from the use or misapplications of any information contained herein. Detail drawings contained herein are for information only. Telling Industries reserve the right to make modifications, changes, additions or deletions to the information on any of our products without prior notice or obligation. For the latest product information or to verify availability, contact a Telling Industries representative. This brochure contains the latest information available at the time of NOTES FOR ALL TABLES1. The strength increase due to cold work forming was incorporated for flexural strength as applicable per AISI The moment of inertia for deflection is calculated at a stress which results in an effective section modulus such that the stress times that section modulus is equal to the allowable moment.

9 This follows Procedure 1 of the AISI The yield stresses (33 ksi or 50 ksi) used to calculate the tabulated values are indicated in the When provided, factory punch-outs will be located along the centerline of the webs of the members and will have a minimum center- to-center spacing of 24 . Punch-outs will have a maximum width = half the member web height (d/2) or 1 1/2 , whichever is less, and a maximum length = 4 . The minimum distance between the end of the member and the near edge of the web punch-out = 10 unless otherwise For those steels that have both 33 and 50 ksi listings, if the design is based upon 50 ksi, the 50 ksi steel needs to be specified by the designer/purchasers.

10 ( , 362S137- 54 (50 ksi)DEFINITIONS OF STRUCTURAL PROPERTY SYMBOLSGROSS PROPERTIESIxx: Moment of inertia of the gross section about the X-X axis (strong axis).Rx: Radius of gyration of the gross section about the X-X : Moment of inertia of the gross section about the Y-Y axis (weak axis).Ry: Radius of gyration of the gross section about the Y-Y axis. EFFECTIVE PROPERTIESIxx: Moment of inertia for deflection calculations based on the Procedure 1 or Deflection Determination of the 2001 AISI : Effective section modulus about the X-X axis (strong axis) Stress = FyMa: Allowable Bending Moment- Based on the effective section modulus and the allowable stress including the strength increase from cold-work of forming (AISI A ) where : Allowable Shear : Maximum distance from the outside of the compression flange to the center of gravity of the effective PROPERTIESJ: St.)