Catalog No. 200A Steel-Con TM Steel Construction Systems Connection Clips Specialty Products Steel Framing Catalog Clips, Connectors, and Specialty Products
Table of Contents General Product Information 4-6 Thickness - Steel Components 5 Screw Capacities and Weld Capacities 5 Load Paths 5 Certification of Materials 7 Deflection Clips 8-19 Secure Clips 20-35 AC Bypass Slab Secure Clip 20 AS Load-Bearing Secure Strut 22 PLC3 Bypass Slab Slide Clip 8 PLC2 Bypass Slab Slide Clip 9 FA Secure Floor Anchor Clip 23 MA Multi-Use Secure Clip 24 PLS3 Bypass Slab Slide Strut 10 MB Multi-Use Secure Clip 26 PLS2 Bypass Slab Slide Strut 11 MC Multi-Use Secure Clip 28 DPLC2 Bypass Slab Drift Clip 12 TT Truss Tie Secure Clip 30 DPLS2 Bypass Slab Drift Strut 13 ISC Interior Head-of-Wall 14 BC Secure Bridge Clip 32 WT Wall Tie Secure Clip 33 ESC Exterior Head-of-Wall 15 DISC Interior Head-of-Wall Multi-Drift Clip 16 HG Secure Header Gusset Plate 34 SS Secure Floor Strapping 35 DESC Exterior Head-of-Wall Multi-Drift Clip 17 SSWT Splicing Slide Clip and Rigid Wall Tie 18 STP Bypass Slab Top Plate 19 2 www.steelconsystems.com
Table of Contents Backing, Blocking, and Stiffeners 36-43 Track-in-Track Deflection System 43-44 WST Web Stiffener Track 36 KB Kwik-Back Wall Support 37 Ponywall Support 45 TB Solid Track Blocking 38 FTB Fire Track Blocking 39 Drain Track 46 NS Notched Stud Backing 40 Custom Brake Shapes 47 NT Notched Track Backing 42 Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 3
General Product Information Credentials Steel-Con products offer a series of high quality products to meet the emerging needs of the steel framing industry. All products are manufactured from mill certified steel with hotdipped galvanized coating that guarantees long term durability and performance. Steel-Con offers an extensive line of various clips and specialty products designed for floor framing, load bearing walls, curtain walls, and roof trusses. The light gauge steel framing industry demands improved solutions for connection configurations. That is why Steel- Con products are engineered to ensure and provide the most efficient load transfer paths. These provisions meet the design requirements while maintaining profitable benefits for the contractor/owner. Steel-Con has put tremendous effort into developing superior products that provide significant value to our customers. All products have undergone comprehensive assessments and field analysis to construct and provide advanced product solutions for both the designer and installer. Company Information Industry Benefits Steel-Con's product line of connectors and specialty products are all manufactured from mill certified prime steel. Steel-Con's capable of designing and manufacturing non-standard specialty products for any application. Steel-Con delivers absolute satisfaction and improvement to the steel framing industry by: Delivering top quality products Drastically reducing labor and installation costs Reducing waste with precise product lengths Guaranteeing extensive durability and quality Terms and Conditions Terms, Conditions, and Limited Warranty Products identified in this catalog are manufactured and designed for multiple purposes, and should only be used in applications as specified by a qualified architect or engineer. Product modifications or changes in installation procedures should only be done after consultation with a qualified architect or engineer. Steel-Con is not responsible for damages, claims, or losses resulting from improper installation or unapproved alterations of the product. You should consult with your contractor and/or architect/engineer to obtain appropriate engineering and application specifications prior to the installation of any product. Products and loads specified in this catalog are subject to the described specific applications and proper installation. Modified products, incorrect loading methods or installation procedures, or any other applications will impact the product's load capacities. Exposure of the product to chemicals, fertilizers, or other corrosive materials or environments may affect the galvanizing properties of the product. This catalog supersedes all information in previously published Steel-Con catalogs and technical reports. All previous Steel-Con publications regarding the products and their technical specifications should be discarded. Steel-Con reserves the right to make changes or corrections to this catalog and the product's specifications at any time. All product sales are subject to these Terms, Conditions, and Limited Warranty. Patented Products and Technology Steel-Con products and technology are protected by United States and international patent laws, including U.S. patent 5876006, 7478508, and patents pending. Limited Warranty For a period of 90 days from purchase, Steel-Con warrants to the original owner that the products are free from defects in material and workmanship when used in compliance with Steel-Con's design limits and specified installation methods. This limited warranty does not cover defects in product resulting from: (i) the modification or alteration of the product; (ii) the misapplication or improper use; (iii) improper installation; (iv) damage resulting from exposure to corrosive chemicals, corrosive fumes, condensation, water, or fire; or (v) accident, negligent operation, or improper maintenance. This Steel- Con Limited Warranty is non-transferable and only applies to products purchased from a Steel-Con authorized dealer. Steel-Con's sole obligation under this Limited Warranty is, at its option, to repair or replace the defective product, and in no event shall Steel-Con's warranty obligation exceed the original purchase price of the defective product. This warranty is in lieu of all other warranties, whether expressed, implied, or statutory, including but not limited to the implied warranties of merchantability and fitness for a particular purpose, noninfringement, or any implied warranty arising from the course of performance, course of dealing or usage of trade. This warranty and performance hereunder shall be governed by and construed in accordance with the laws of the State of Washington without reference to its choice of law principles. Return Policy Steel-Con may accept returns of standard products subject to: (i) Steel-Con's receipt of the return request within 90 days from the date of original delivery to the customer; (ii) Steel-Con's prior authorization; (iii) the products being new, unmarked, unused, and in original Steel-Con packaging; (iv) the customer shipping the product to Steel-Con FOB destination, freight prepaid by customer; and (v) payment of a 25 percent restocking fee. Products that may not be returned include those specifically cut, assembled, or produced for particular projects or applications, including, but not limited to, headers, curved products, and kwik-jamb stud products. If there is a substantial quantity ordered of a standard part, Steel-Con may not except a return of the full ordered. 4 www.steelconsystems.com
General Product Information Thickness - Steel Components Steel Thickness Table Designation Thickness (mil) Minimum Thickness 1 (in) Table Notes 1 Minimum thickness represents 95 percent of the design thickness and is the minimum acceptable thickness delivered to the jobsite based on Section A2.4 of AISI S100-07. 2 The tables in this catalog are calculated based on inside corner radii listed in this table. The inside corner radius is the maximum of 3 /32 t/2 or 1.5t, truncated after the fourth decimal place (t = design thickness). Centerline bend radius is calculated by adding half of the design thickness to listed corner radius. Screw Capacities Design Thickness 1 (in) Design Inside Corner Radii 2 (in) Reference Only Gauge No. 18 0.0179 0.0188 0.0843 25 27 0.0269 0.0283 0.0796 22 D20 0.0179 0.0188 0.0844 20-Drywall D24 0.0223 0.0235 0.0820 20-Drywall 30 0.0296 0.0312 0.0781 20-Drywall 33EQS 0.0280 0.0295 0.0790 20-Structural 33 0.0329 0.0346 0.0764 20-Structural 43EQS 0.0380 0.0400 0.0712 18 43 0.0428 0.0451 0.0712 18 54 0.0538 0.0566 0.0849 16 68 0.0677 0.0713 0.1069 14 97 0.0966 0.1017 0.1525 12 118 0.1180 0.1242 0.1863 10-SSMA 127 0.1270 0.1337 0.2005 10-Proprietary Thickness (mil) 1 Fy Yield (ksi) Fu Tensile (ksi) Allowable Screw Connection Capacity (lbs per screw) Weld Capacities Allowable Welds Capacity (lbs) for 1" Long Welds Thickness (mil) 1 Design Thickness 43EQS 0.0400 57 65 639 1106 696 849 43 0.0451 33 45 601 864 544 663 54 0.0566 50 65 1188 1566 985 1202 68 0.0713 50 65 1562 1972 1241 1514 97 0.1017 50 65 1269 1269 -* -* 118 0.1242 50 65 1550 1550 -* -* 127 0.1337 50 65 1668 1668 -* -* Table Notes 1. Capacities based on AISI S100-07 Section E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the values that correspond to the thinner or lower yield material. 3. Capacities are based on Allowable Strength Design (ASD) and include appropriate safety factors. 4. Weld capacities are based on either 3 /32" or ⅛" diameter E60 or E70 electrodes. For thinner materials, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Parallel capacity is considered to be loading in the direction of the length of the weld. 6. For welds greater than 1", equations E2.4-1 and E2.4-2 must be checked. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. *Flare grove weld capacity for material thicker than 0.10" requires engineering judgement to determine leg of welds (W1 and W2). #6 Screw #8 Screw #10 Screw #12 Screw 1/4" Screw 0.138" dia; 5/16" Head 0.164" dia; 5/16" Head 0.190" dia; 0.340" Head 0.216" dia; 0.340" Head 0.250" dia; 0.409" Head Shear Tension Shear Tension Shear Tension Shear Tension Shear Tension 18 33 45 60 33 66 39 71 46 76 52 81 60 27 33 45 111 50 122 59 131 69 139 78 150 90 D20 57 65 87 48 95 57 102 66 109 75 117 87 D24 57 65 122 60 133 71 143 82 152 94 164 108 30 33 45 129 55 141 65 151 76 161 86 174 100 33EQS 57 65 171 75 187 89 201 103 214 117 231 136 33 33 45 151 61 164 72 177 84 188 95 203 110 43EQS 57 65 270 102 295 121 317 140 338 159 364 184 43 33 45 224 79 244 94 263 109 280 124 302 144 54 50 65 455 144 496 171 534 198 570 225 613 261 68 50 65 576 181 684 215 755 250 805 284 866 328 97 50 65 821 259 976 307 1130 356 1285 405 1476 468 118 50 65 1003 316 1192 375 1381 435 1569 494 1816 572 127 50 65 1079 340 1283 404 1486 468 1689 532 1955 616 Table Notes 1. Capacities based on AISI S100-07 Section E4. See table on page 5 for design thicknesses. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d) 5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. Fy Yield (ksi) Fu (ksi) Fillet Welds Flare Groove Welds Parallel Perpendicular Parallel Perpendicular 6. Tension capacity is based on the lesser of pullout capacity in sheet closest to screw tip, or pullover capacity for sheet closest to screw head (based on head diameter shown). Note that for all tension values shown in this table, pullover values have been reduced by 50 percent assuming eccentrically loaded connections that produce a non-uniform pull-over force on the fastener. 7. Higher values, especially for screw strength, may be obtained by specifying screws from a specific manufacturer. See manufacturer's data for specific allowable values and installation instructions. Load Paths All product load capacities are calculated per North American Specification for the Design of Cold Formed Steel Structural Members. The 2007 edition (here after referred to as simply "NASPEC"). Illustrations of load instructions are amongst their relative product load tables located throughout this catalog. Figure to the right demonstrates different types of load directions mentioned in this catalog. F2 F1 F3 F1 = Out-of-plane lateral load F2 = In-Plane lateral load F3 = Direct vertical and uplift load Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 5
General Product Information Submittal Builder Steel-Con has developed a quick and easy process for gathering specific submittal data sheets without depending on mail, fax, or email. The submittal builder is an online form that can be found at Steel-Con.com. Currently, submittal builder will produce specification for track, studs, furring channel, U-channel, I-studs and additional specialty products. The first step in building your submittal is to enter project information you may want to show on the submittal, and then enter the specifics of each member needed and hit print. This will give you a clean and legible cut sheet to submit to the general contractor or architect/engineer. Steel-Con Clip Comparison Table Steel-Con Simpson TSN Clark Dietrich Main Use of Product Deflection Clips PLC3/PLC2 SCB, MSCB SLB, SLB-HD, VLB FCSC, FCEC, SD Bypass slab vertical slide clip PLS3/PLS2 SSB SLS FS Bypass structure vertical slide strut DPLC2 - DSLB, DTSLB - Bypass slab drift clip DPLS2 - DSLS - Bypass structure drift strut ISC SCW, DTC SLD, VTD FTC Interior head-of-wall vertical slide clip ESC SCW, DTC SL, VTX FTC Exterior head-of-wall vertical slide clip DISC - DSLD, DTSL - Interior head-of-wall multi-direction drift clip DESC - DSL, DTSL - Exterior head-of-wall multi-direction drift clip SSWT - SPLICE - Splicing slide clip and rigid wall tie STP - SLT, SLF FTSC Bypass slab slide top plate Secure Clips AC FCB, SSC LB, LB-HD, VLB UCEC, UXRC Rigid wall bypass slab clip AS FSB, SJC, MSJC LS - Rigid wall bypass slab strut FA SSC, MSSC, S/HDU, S/LTT, S/DTT, HTT, S/HDS, S/HDB CL, TD "D", "T", "MC", "CD" series Stud stiffening to floor anchor clip MA SSC, SFC, RCA - LS, "S" series Multiple use rigid angle clip MB SSC, SJC, RCA AL LE, "E" series Multiple use rigid angle clip MC SSC, LS, RCA - LA, "A" series Multiple use rigid angle clip TT S/H, H, RT CDH Roof tie stiffening clip BC SFC, SUBH, MSUBH, LSUBH, DBC BridgeClip, BC FB, "U", "B", "X" series Bridging and bracing clips WT - - - Bypass Wall Tie HG - HE "H" series Header and stiffener plate SS CS FS - Floor fastening strap Stiffeners, Backing, and Blocking WST - - QTWS Web stiffener plate KB - BackIt FBBC Wall Backing TB - BuckleBridge - Track Blocking FTB - - - Fire Track Blocking NS - - - Notched Stud Backing NT - NT - Notched Track Backing 6 www.steelconsystems.com
Certification of Materials Steel-Con hereby certifies that all light gauge steel framing products manufactured by Steel-Con are compliant with all applicable standards and codes as listed below: Code Approvals IAPMO ER-0313 IAPMO ER-0283 IAPMO ER-0342 UL ER3660-02 Design Specifications / Manuals North American Specification for the Design of Cold- Formed Steel Structural Members, NASPEC 2007 Edition S100-07 (Supplement S2-10 for IBC 2012) Gypsum Association Fire Resistance Design Manual Material / Product Specification Nonstructural (Drywall) Products: 18, 30 mil: 33 ksi D25, D20, D24: 57 ksi... ASTM A1003, C645 Structural Framing Products: 33-43 mil: 33ksi 33EQS, 43EQS: 57 ksi 54-97 mil: 50 ksi... ASTM A1003, C955 Coating Specification Nonstructural (Drywall) Products: D25, 18: G40 D20, D24, 30 mil: G60...ASTM A653, C645 Structural Framing Products 33EQS, 43EQS, 33-54 mil: G60 68-97 mil: G90 ASTM A653, C955 Recycled Content LEED Steel-Con materials have a high inherent recycled content of steel, and can be used in achieving Leadership in Energy and Environmental Design (LEED) certification. American Society for Testing and Materials (ASTM) A653 Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated by the Hot- Dip Process A924 Standard Specification for General Requirements for Steel Sheet, Metallic-Coated by the Hot-Dip Process A1003 Standard Specification for Steel Sheet, Carbon, Metallic-Coated for Cold-Formed Framing Members C645 Standard Specification for Nonstructural Steel Framing Members C754* Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products C955 Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases C1007* Standard Specification for Installation of Load Bearing (Transverse and Axial) Steel Studs and Related Accessories E72 Standard Test Methods of Conducting Strength Tests of Panels for Building Construction E90 Standard Test Method for Laboratory Measurement of Airborne Sound Transmission Loss of Building Partitions and Elements E119 Standard Test Methods for Fire Tests of Building Construction and Materials For referenced ASTM standards, visit the ASTM website at www.astm.org, or contact ASTM Customer Service at service@astm.org. * Steel-Con Recommended Installation Methods For more information, contact Steel-Con at 1-800-548-8499 ext. 232 or Technical@SteelConSys.com Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 7
PLC3 - Bypass Slab Slide Clip The PLC3 bypass slab slide clip secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Insert allows for 2" total vertical deflection Deflection of 1" up and 1" down Loads based on #12 screws Screws are provided Large insert piece for easy installation Transfers horizontal load into structure Maintains lateral rigidity Eliminates bridging within 12" of support connection Qty / Bucket Lbs / Bucket PLC3-350 3 ½" 75 52 PLC3-550 5 ½" 50 46 PLC3-750 7 ½" 35 41 PLC3-950 9 ½" 35 49 PLC3-1150 11 ½" 35 57 All PLC3 clips include insert. Additional lengths available upon request. 6" Clip 68 mil material thickness Insert 2" Deflection 86 mil material thickness Allowable Loads PLC3 350 550 750 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 1015 43 18 33 561 841 54 16 50 1139 1620 68 14 50 1610 1620 97 12 50 1620 1620 118 10 50 1620 1620 Maximum Allowable Clip Capacity Max F1 = 1620 lbs PLC3 950 1150 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 930 43 18 33 561 841 54 16 50 930 930 68 14 50 930 930 97 12 50 930 930 118 10 50 930 930 Maximum Allowable Clip Capacity Max F1 = 930 lbs F1 Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. 8 www.steelconsystems.com
PLC2 - Bypass Slab Slide Clip The PLC2 bypass slab slide clip secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Patent No. 7478508-B2 Insert allows for 1 ½" total vertical deflection Deflection greater than 1 ½" is available Loads based on #12 screws Screws are provided Large insert piece for easy installation Thicker steel for improved weld capacity to the structure Transfers horizontal load into structure Maintains lateral rigidity Eliminates bridging within 12" of support connection Qty / Bucket Lbs / Bucket PLC2-550 5 ½" 30 54 PLC2-750 7 ½" 25 54 PLC2-950 9 ½" 20 50 PLC2-1150 11 ½" 20 57 All PLC2 clips include insert. Additional lengths available upon request. 5 ½" Clip 118 mil material thickness Insert 1 ½" Deflection 127 mil material thickness Allowable Loads PLC2 550 750 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 1015 43 18 33 561 841 54 16 50 1139 1709 68 14 50 1610 1975 97 12 50 1975 1975 118 10 50 1975 1975 Maximum Allowable Clip Capacity Max F1 = 1975 lbs PLC2 950 1150 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 1015 43 18 33 561 841 54 16 50 1139 1650 68 14 50 1650 1650 97 12 50 1650 1650 118 10 50 1650 1650 Maximum Allowable Clip Capacity Max F1 = 1650 lbs F1 Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 9
PLS3 - Bypass Slab Slide Strut The PLS3 bypass slab slide strut secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. The strut provides a non-frictional connection and prevents vertical load transfer into the curtain wall. The insert is attached to the strut making installation quick, easy, and efficient. Struts 12" in length or less come packaged in durable buckets for convenient handling on the jobsite. Insert allows for 2" total vertical deflection Deflection of 1" up and 1" down Loads based on #12 screws Screws are provided Large insert piece for easy installation Transfers horizontal load into structure Maintains lateral rigidity Eliminates bridging within 12" of support connection Left / Right Handed Qty / Bucket Lbs / Bucket PLS3-900 Universal 9" 35 54 PLS3-1200 Universal 12" 30 59 PLS3-1500 Universal 15" - - PLS3-1800 Universal 18" - - PLS3-2000 Universal 20" - - All PLS3 struts include insert. Additional lengths available upon request. Strengthening lip added for struts 20" in length and over. See illustration below. Clip 6" 68 mil material thickness Insert 86 mil material thickness 2" Deflection PLS3 shown with stiffening lip Allowable Loads Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 1015 PLS3 43 18 33 561 841 54 16 50 1139 1709 68 14 50 1610 2180 97 12 50 2180 2180 118 10 50 2180 2180 Maximum Allowable Clip Capacity Max F1 = 2180 lbs F1 Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. 10 www.steelconsystems.com
PLS2 - Bypass Slab Slide Strut The PLS2 bypass slab slide strut secures the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. The strut provides a non-frictional connection and prevents vertical load transfer into the curtain wall. The insert is attached to the clip making installation quick, easy, and efficient. Struts 12" in length or less come packaged in durable buckets for convenient handling on the jobsite. Patent No. 7478508-B2 1 ½" Deflection 5 ½" Insert allows for 1 ½" total vertical deflection Deflection greater than 1 ½" is available Loads based on #12 screws Screws are provided Large insert piece for easy installation Thicker steel for improved weld capacity to the structure Transfers horizontal load into structure Maintains lateral rigidity Eliminates bridging within 12" of support connection Clip 118 mil material thickness Insert 127 mil material thickness Left / Right Handed Qty / Bucket Lbs / Bucket PLS2-900 (L) or (R) 9" 20 53 PLS2-1200 (L) or (R) 12" 15 51 PLS2-1500 (L) or (R) 15" - - PLS2-1800 (L) or (R) 18" - - PLS2-2000 (L) or (R) 20" - - All PLS2 struts include insert. Additional lengths available upon request. Allowable Loads Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws 3 #12 Screws 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 1015 PLS2 43 18 33 561 841 54 16 50 1139 1709 68 14 50 1610 2275 97 12 50 2275 2275 118 10 50 2275 2275 Maximum Allowable Clip Capacity Max F1 = 2275 lbs PLS2 Shown as Right Handed Strut F1 Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 11
DPLC2 - Bypass Slab Drift Clip The DPLC2 bypass slab drift clip secures the bypass curtain wall stud to the building structure, allowing for vertical deflection and lateral drift. The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Patent No. 7478508-B2 Insert allows for 2" total vertical deflection and 2" lateral drift Deflection greater than 2" is available Loads based on #12 screws Screws are provided Large insert pieces for easy installation Transfers horizontal load into structure Qty / Bucket Lbs / Bucket DPLC2-550 5 ½" 20 56 DPLC2-750 7 ½" 15 48 DPLC2-950 9 ½" 15 53 DPLC2-1150 11 ½" 15 58 All DPLC2 clips include inserts. Additional lengths available upon request. Clip 5 ½" 5 ⅛" 2" Drift 118 mil material thickness Insert 2" Deflection 127 mil material thickness F1 Allowable Loads DPLC2 550 750 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws* 3 #12 Screws* 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 905 43 18 33 561 841 54 16 50 905 905 68 14 50 905 905 97 12 50 905 905 118 10 50 905 905 Maximum Allowable Clip Capacity Max F1 = 905 lbs * Number of screws per insert Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. Screw spacing and edge distance shall not be less than 3 x d (d=nominal screw diameter). 3. The allowable loads are based on the steel properties of the members being connected, per AISI section E4. 4. Use the lowest applicable values when connecting materials of different thicknesses or tensile strength (Fu). 5. The nominal strength of the screw must be at least 3.75 times the allowable loads. DPLC2 950 1150 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws* 3 #12 Screws* 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 677 43 18 33 561 841 54 16 50 895 895 68 14 50 895 895 97 12 50 895 895 118 10 50 895 895 Maximum Allowable Clip Capacity Max F1 = 895 lbs * Number of screws per insert 6. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 7. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 8. Applied loads may be multiplied by ¾ for seismic or wind loading, per AISI Section A5.1.3 9. Loads are for attachment of DPLC2 drift clip to stud only. 10. The designer shall check the bending and the short leg of this clip and its connection to the structure members, depending on the direction of the forces. 12 www.steelconsystems.com
DPLS2 - Bypass Slab Drift Strut The DPLS2 bypass slab slide strut secures the bypass curtain wall stud to the building structure, allowing for vertical deflection and lateral drift. The inserts are attached to the strut making installation quick, easy, and efficient. Patent No. 7478508-B2 5 ½" 2" Drift Insert allows for 2" total vertical deflection and 2" lateral drift Deflection greater than 2" is available Loads based on #12 screws Large insert pieces for easy installation Transfers horizontal load into structure Left / Right Handed DPLS2-1200 (L) or (R) 12" DPLS2-1500 (L) or (R) 15" DPLS2-1800 (L) or (R) 18" DPLS2-2000 (L) or (R) 20" All DPLS2 struts include inserts. Additional lengths available upon request. Strut 5 ½" 118 mil material thickness Insert 127 mil material thickness 2" Deflection Allowable Loads Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws* 3 #12 Screws* 33EQS 20 57 429 643 33 20 33 377 565 43EQS 18 57 677 1015 DPLS2 43 18 33 561 841 54 16 50 1139 1709 68 14 50 1610 1950 97 12 50 1950 1950 118 10 50 1950 1950 Maximum Allowable Clip Capacity Max F1 = 1950 lbs * Number of screws per insert Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. Screw spacing and edge distance shall not be less than 3 x d (d=nominal screw diameter). 3. The allowable loads are based on the steel properties of the members being connected, per AISI Section E4. 4. When connecting materials of different thicknesses or tensile strength (Fu), the lowest applicable values should be used. 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. F1 6. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 7. Applied loads may be multiplied by ¾ for seismic or wind loading, per AISI Section A5.1.3 8. Loads are for attachment of DPLS2 drift strut to stud only. 9. The designer shall check the bending and the short leg of this clip and its connection to the structure members, depending on the direction of the forces. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 13
ISC - Interior Head-of-Wall The ISC interior head-of-wall clip secures the interior drywall stud to the top track (head-of-wall) which is fastened to the building structure. This allows for vertical deflection, while maintaining lateral rigidity and providing a low friction connection to prevent vertical load transfers into the curtain wall. The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Insert allows for 2" total vertical deflection Deflection of 1" up and 1" down Loads based on #10 screws Screws are provided Large insert piece for easy installation Transfers horizontal load into structure Maintains lateral rigidity Provides positive attachment at each stud Qty / Bucket Lbs / Bucket ISC237 2 ⅜" 200 43 ISC337 3 ⅜" 100 31 ISC550 5 ½" 100 49 ISC750 7 ½" 75 51 All ISC slide clips include insert. Additional lengths available upon request. 4" Clip 43 mil material thickness 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating Insert 68 mil material thickness 2" Deflection Allowable Loads Stud Properties Mil Gauge Fy (ksi) Stud Properties Mil Gauge Fy (ksi) F1 Allowable Loads (lbs) ISC237 2 #10 Screws F1 Allowable Loads (lbs) ISC550 2 #10 Screws ISC337 2 #10 Screws 18 25 33 142 142 D20 20 57 185 204 D24 20 57 185 286 30 20 33 185 303 ISC 33EQS 20 (S) 57 185 390 33 20 (S) 33 185 353 43EQS 18 57 185 390 43 18 33 185 390 54 16 50 185 390 Maximum Allowable Clip Capacity Max F1 = 185 lbs Max F1 = 390 lbs ISC750 2 #10 Screws 18 25 33 142 142 D20 20 57 204 204 D24 20 57 286 286 30 20 33 303 303 ISC 33EQS 20 (S) 57 402 402 33 20 (S) 33 353 353 43EQS 18 57 455 635 43 18 33 455 526 54 16 50 455 710 Maximum Allowable Clip Capacity Max F1 = 455 lbs Max F1 = 710 lbs Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. F1 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. 14 www.steelconsystems.com
ESC - Exterior Head-of-Wall The ESC exterior head-of-wall slide clip attaches the exterior stud to the top track which is fastened to the building structure, allowing for vertical deflection. This clip maintains lateral rigidity and provides a low friction connection, preventing vertical load transfers into the curtain wall. The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Insert allows for 2" total vertical deflection Deflection of 1" up and 1" down Loads based on #10 screws Screws are provided Large insert piece for easy installation Transfers horizontal load into structure Maintains lateral rigidity Provides positive attachment at each stud Qty / Bucket Lbs / Bucket ESC337 3 ⅜" 100 50 ESC550 5 ½" 50 40 ESC750 7 ½" 50 55 ESC950 9 ½" 30 42 ESC1150 11 ½" 30 51 All ESC slide clips include insert. Additional lengths available upon request. 4" Clip 68 mil material thickness Insert 97 mil material thickness 2" Deflection Allowable Loads ESC 337 ESC 550 750 950 1150 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 33EQS 20 57 402 33 20 33 353 43EQS 18 57 635 43 18 33 526 54 16 50 830 68 14 50 830 97 12 50 830 118 10 50 830 Maximum Allowable Clip Capacity Max F1 = 830 lbs Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 33EQS 20 57 402 603 33 20 33 353 530 43EQS 18 57 635 952 43 18 33 526 789 54 16 50 1068 1602 68 14 50 1510 1855 97 12 50 1855 1855 118 10 50 1855 1855 Maximum Allowable Clip Capacity Max F1 = 1855 lbs Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. F1 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 15
DISC - Interior Head-of-Wall Multi-Drift Clip The DISC interior head-of-wall multi-drift clip attaches the interior drywall stud to the top track, which is fastened to building structure. This clip allows for vertical deflection and lateral drift to prevent vertical load transfers into the wall. The inserts are attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. 4" 2" Drift Insert allows for 2" total vertical deflection and 2" lateral drift Deflection greater than 2" is available Loads based on #10 screws Screws are provided Large insert piece for easy installation Transfers horizontal load into structure Provides positive attachment at each stud Qty / Bucket Lbs / Bucket DISC237 2 ⅜" 100 34 DISC337 3 ⅜" 100 48 DISC550 5 ½" 50 39 DISC750 7 ½" 50 54 All DISC slide clips include inserts. Additional lengths available upon request. Allowable Loads Stud Properties Mil Gauge Fy (ksi) F1 Allowable Loads (lbs) DISC237 2 #10 Screws* DISC337 2 #10 Screws* 18 25 33 85 115 D20 20 57 85 115 D24 20 57 85 115 30 20 33 85 115 DISC 33EQS 20 (S) 57 85 115 33 20 (S) 33 85 115 43EQS 18 57 85 115 43 18 33 85 115 54 16 50 85 115 Maximum Allowable Clip Capacity Max F1 = 85 lbs Max F1 = 115 lbs * Number of screws per insert Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) DISC550 2 #10 Screws* DISC750 2 #10 Screws* 18 25 33 142 142 D20 20 57 195 204 D24 20 57 195 210 30 20 33 195 210 DISC 33EQS 20 (S) 57 195 210 33 20 (S) 33 195 210 43EQS 18 57 195 210 43 18 33 195 210 54 16 50 195 210 Maximum Allowable Clip Capacity Max F1 = 195 lbs Max F1 = 210 lbs * Number of screws per insert Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. Clip 43 mil material thickness 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating F1 4" Insert 68 mil material thickness 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. 2" Deflection 16 www.steelconsystems.com
DESC - Exterior Head-of-Wall Multi-Drift Clip The DESC exterior head-of-wall multi-drift clip attaches the exterior stud to the top track, which is fastened to the building structure. This clip allows for vertical deflection and lateral drift to prevent vertical load transfers into the curtain wall. The inserts are attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. 4" 2" Drift Insert allows for 2" total vertical deflection and 2" lateral drift Deflection greater than 2" is available Loads based on #10 screws Screws are provided Large insert piece for easy installation Transfers horizontal load into structure Provides positive attachment at each stud Qty / Bucket Lbs / Bucket DESC337 3 ⅜" 50 40 DESC550 5 ½" 30 39 DESC750 7 ½" 30 53 DESC950 9 ½" 20 45 DESC1150 11 ½" 20 54 All DESC slide clips include inserts. Additional lengths available upon request. Clip 4" 68 mil material thickness Insert 97 mil material thickness 2" Deflection Allowable Loads DESC 337 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws* 33EQS 20 57 380 33 20 33 353 43EQS 18 57 380 43 18 33 380 54 16 50 380 68 14 50 380 97 12 50 380 118 10 50 380 Maximum Allowable Clip Capacity Max F1 = 380 lbs * Number of screws per insert Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws* 3 #10 Screws* 33EQS 20 57 402 603 33 20 33 353 530 DESC 43EQS 18 57 635 795 550 43 18 33 526 789 750 950 54 16 50 795 795 1150 68 14 50 795 795 97 12 50 795 795 118 10 50 795 795 Maximum Allowable Clip Capacity Max F1 = 795 lbs * Number of screws per insert Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. F1 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 17
SSWT - Splicing Slide Clip and Rigid Wall Tie The SSWT splicing slide clip and rigid wall tie attach the bypass curtain wall stud to the building structure. This allows for vertical deflection while securely connecting another wall stud. The insert is attached to the clip making installation quick, easy, and efficient. Clips come packaged in durable buckets for convenient handling on the jobsite. Unique insert allows for 2" total vertical deflection Deflection of 1" up and 1" down Large insert piece for easy installation Pre-punched holes for #10 framing screws Screws are provided Maintains lateral rigidity Meets or exceeds building code criteria 10" 2" Deflection Left / Right Handed Qty / Bucket Lbs / Bucket SSWT-600 (L) or (R) 6" 25 42 SSWT-800 (L) or (R) 8" 25 54 SSWT-1000 (L) or (R) 10" 20 52 All SSWT slide clips include insert. Additional lengths available upon request. Clip 68 mil material thickness Insert 97 mil material thickness Allowable Loads Stud Properties Mil Gauge Fy (ksi) F1 Allowable Loads (lbs) 3 #10 Screws* 3 #10 Screws (6) #10 Screws* 3 #10 Screws 33EQS 20 57 603 603 33 20 33 530 530 43EQS 18 57 952 952 SSWT 43 18 33 789 789 54 16 50 1378 1378 68 14 50 1378 1378 97 12 50 1378 1378 118 10 50 1378 1378 Maximum Allowable Clip Capacity Max F1 = 1378 lbs * Upper half screw quantity listed first. F3 Stud Properties F3 Allowable Loads (lbs) for Upper Half Mil Gauge Fy (ksi) 3 #10 Screws 6 #10 Screws 33EQS 20 57 603 1206 33 20 33 530 1060 43EQS 18 57 952 1904 SSWT 43 18 33 789 1578 54 16 50 1602 2350 68 14 50 2266 2350 97 12 50 2350 2350 118 10 50 2350 2350 Maximum Allowable Clip Capacity Max F3 = 2350 lbs Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. F1 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. 18 www.steelconsystems.com
STP - Bypass Slab Top Plate The STP bypass slab top plate attaches the bypass curtain wall stud to the building structure, allowing for vertical deflection while maintaining lateral rigidity. This slide strut provides a nonfrictional connection and prevents vertical load transfers into the curtain wall. The insert is attached to the clip making installation quick, easy, and efficient. 3 ½" 5" 2" Deflection Unique insert allows for 2" total vertical deflection Deflection of 1" up and 1" down Large insert piece for easy installation Pre-punched holes for #12 framing screws Maintains lateral rigidity Meets or exceeds building code criteria 2" Deflection 2 ½" STP-900 9" STP-1200 12" STP-1500 15" STP-1800 18" STP-2000 20" All STP struts include inserts. Additional lengths available upon request. Allowable Loads STP 900 1200 1500 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws* 33EQS 20 57 710 33 20 33 710 43EQS 18 57 710 43 18 33 710 54 16 50 710 68 14 50 710 97 12 50 710 118 10 50 710 Maximum Allowable Clip Capacity Max F1 = 710 lbs * Number of screws per insert Clip 118 mil material thickness Insert 127 mil material thickness STP 1800 2000 Stud Properties F1 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #12 Screws* 33EQS 20 57 670 33 20 33 670 43EQS 18 57 670 43 18 33 670 54 16 50 670 68 14 50 670 97 12 50 670 118 10 50 670 Maximum Allowable Clip Capacity Max F1 = 670 lbs * Number of screws per insert Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. F1 5. Screw shear capacities are based on allowable strength design (ASD) and include a safety factor of 3.0. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 19
AC - Bypass Slab Secure Clip The AC bypass slab secure clip connects an exterior wall stud to the building structure. Depending on the material properties of the structure and the proposed design, the AC secure clip may be attached to the structure with either an approved fastener or a weld. AC secure clips are designed to resist horizontal and vertical loads. Clips come packaged in durable buckets for convenient handling on the jobsite. Variety of lengths available 6" Ribbed legs for additional strength Loads based on #10 screws Screws are provided Transfers horizontal load into structure Maintains lateral rigidity Eliminates bridging within 12" of support connection Qty / Bucket Lbs / Bucket AC250 2 ½" 100 47 AC350 3 ½" 50 29 AC550 5 ½" 50 41 AC750 7 ½" 50 52 AC950 9 ½" 35 45 68 mil Screw Pattern Configurations AC250, AC350, and AC550 AC750 2 Screws 2 Screws 3 Screws 4 Screws 4 Screws 6 Screws 8 Screws AC750 with 2" offset AC950 with 2" offset 2 ¾" ¾" 2 ¾" ¾" 4 2 / 3 " 1" 2 1 / 3 " 2 1 / 3 " 1" 4 Screws 6 Screws 4 Screws 6 Screws 2 ¾" 2 ¾" ¾" 2 1 / 3 " 2 1 / 3 " 1" 8 Screws 8 Screws 20 www.steelconsystems.com
AC - Bypass Slab Secure Clip Allowable Loads AC 250 350 550 Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 4 #10 Screws 2 #10 Screws 3 #10 Screws 4 #10 Screws 33EQS 20 57 402 603 804 402 603 804 33 20 33 353 530 707 353 530 707 43EQS 18 57 635 952 1269 635 952 1269 43 18 33 526 789 1052 526 789 1052 54 16 50 1068 1602 1940 1068 1602 1940 68 14 50 1510 1940 1940 1510 1940 1940 97 12 50 1585 1940 1940 1940 1940 1940 118 10 50 1585 1940 1940 1940 1940 1940 Maximum Allowable Clip Capacity Max F1 = 1940 lbs Max F3 = 1940 lbs F1 F3 AC 750 Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 4 #10 Screws 6 #10 Screws 8 #10 Screws 33EQS 20 57 804 1206 1608 804 1206 1608 33 20 33 707 1060 1414 707 1060 1414 43EQS 18 57 1269 1903 1940 1269 1903 1940 43 18 33 1052 1578 1940 1052 1578 1940 54 16 50 1940 1940 1940 1940 1940 1940 68 14 50 1940 1940 1940 1940 1940 1940 97 12 50 1940 1940 1940 1940 1940 1940 118 10 50 1940 1940 1940 1940 1940 1940 Maximum Allowable Clip Capacity Max F1 = 1940 lbs Max F3 = 1940 lbs AC 750 with 2" offset Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 4 #10 Screws 6 #10 Screws 8 #10 Screws 33EQS 20 57 804 1206 1550 804 1206 1550 33 20 33 707 1060 1414 707 1060 1414 43EQS 18 57 1269 1550 1550 1269 1550 1550 43 18 33 1052 1550 1550 1052 1550 1550 54 16 50 1550 1550 1550 1550 1550 1550 68 14 50 1550 1550 1550 1550 1550 1550 97 12 50 1550 1550 1550 1550 1550 1550 118 10 50 1550 1550 1550 1550 1550 1550 Maximum Allowable Clip Capacity Max F1 = 1550 lbs Max F3 = 1550 lbs AC 950 with 2" offset Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 4 #10 Screws 6 #10 Screws 8 #10 Screws 33EQS 20 57 804 1030 1030 804 1030 1030 33 20 33 707 1030 1030 707 1030 1030 43EQS 18 57 1030 1030 1030 1030 1030 1030 43 18 33 1030 1030 1030 1030 1030 1030 54 16 50 1030 1030 1030 1030 1030 1030 68 14 50 1030 1030 1030 1030 1030 1030 97 12 50 1030 1030 1030 1030 1030 1030 118 10 50 1030 1030 1030 1030 1030 1030 Maximum Allowable Clip Capacity Max F1 = 1030 lbs Max F3 = 1030 lbs Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 5. Values include a 3.0 factor of safety. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 21
AS - Load-Bearing Secure Strut The AS load-bearing secure strut is used in various applications, but most commonly to connect an exterior wall stud that bypasses the building structure. Depending on the material properties of the structure and the proposed design, the AS secure strut may be attached to the structure with either an approved fastener or a weld. AS secure struts are designed to resist compression loads and axial tension. Clips 12" in length and less come packaged in durable buckets for convenient handling on the jobsite. Variety of lengths available Transfers horizontal load into structure Maintains lateral rigidity Eliminates bridging within 12" of support connection 3 ⅛" 68 mil Qty / Bucket Lbs / Bucket AS800 8" 50 36 AS1000 10" 50 45 AS1200 12" 50 54 AS1500 15" - - AS2000 20" - - AS2400 24" - - Additional lengths available upon request. Strengthening lip added for struts 20" in length and over. Section Properties AS - Secure Strut Less Than 20" Area (in 2 ) Ixx (in 4 ) Iyy (in 4 ) Rx (in) Ry (in) Sxx (in 3 ) Syy (in 3 ) 0.3203 0.3392 0.0564 1.029 0.4198 0.3089 0.0461 Area (in 2 ) Ixx (in 4 ) AS - Secure Strut 20" and Greater Iyy (in 4 ) Rx (in) Ry (in) Sxx (in 3 ) Syy (in 3 ) 0.3804 0.4777 0.1270 1.1026 0.5778 0.4215 0.0803 < 20" 1 ½" 20" 2" Y 3 ⅛" 3 ⅛" X X ½" Y 22 www.steelconsystems.com
FA - Secure Floor Anchor Clip The FA secure floor anchor clip connects a wall stud to the floor. Designed to resist torsional, horizontal, and vertical loads, FA secure clip is provided in 68 mil and 118 mil to meet any design criteria. Clips come packaged in durable buckets for convenient handling on the jobsite. Available in 68 mil and 118 mil Variety of lengths available Optional plate washer for heavy duty applications 3 ¼" 1 ½" Main flange guide holes are 0.220" in diameter (#12 fasteners) Small flange guide holes are 0.30" in diameter (¼" anchor) Center guide hole is 0.5625" in diameter (½" anchor) 1 ¼" x 2" plate washer is 168 mil with ⅝" hole 68 mil 65 tensile strength 118 mil PW-168 Plate Washer 0.1680" Thick 2" 1 ¼" Qty / Bucket Lbs / Bucket FA337-68 3 ⅜" 100 31 FA550-68 5 ½" 50 26 FA750-68 7 ½" 50 35 FA950-68 9 ½" 50 44 FA1150-68 11 ½" 50 53 FA337-118 3 ⅜" 50 29 FA550-118 5 ½" 50 47 FA750-118 7 ½" 35 45 FA950-118 9 ½" 25 41 FA1150-118 11 ½" 25 50 Installation without washer Installation with washer Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 23
MA - Multi-Use Secure Clip The MA multi-use secure clip is used in a variety of different applications including head-of-wall, joist connections, securing hips, rafters and trusses, reinforcing header connections, and bridging. The MA secure clip is designed to resist vertical and lateral loads. There are pre-punched guide holes provided in each leg to allow for installation efficiency. Clips come packaged in durable buckets for easy handling on the jobsite. Guide holes arranged for bridging Length 1 ½" Variety of lengths available Loads based on #10 screws No labor used cutting scrap or angle 1 ½" 54 mil G60 galvanized coating 68 mil 97 mil Header to Jamb Connection Length Qty / Bucket Lbs / Bucket MA200-54 2" 200 19 MA200-68 2" 200 24 MA200-97 2" 200 33 MA350-54 3 ½" 100 17 MA350-68 3 ½" 100 21 MA350-97 3 ½" 100 29 MA550-54 5 ½" 100 26 MA550-68 5 ½" 100 32 MA550-97 5 ½" 100 46 MA750-54 7 ½" 100 35 MA750-68 7 ½" 100 44 MA750-97 7 ½" 75 47 MA950-54 9 ½" 100 44 MA950-68 9 ½" 100 55 MA950-97 9 ½" 50 40 Bridge Clip Connection 24 www.steelconsystems.com
MA - Multi-Use Secure Clip Allowable Loads Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 2 #10 Screws 2 #10 Screws 33EQS 20 57 402 206 206 33 20 33 353 168 168 43EQS 18 57 635 280 280 MA200 43 18 33 526 219 219 54 16 50 1068 396 396 68 1 14 50 1510 499 499 97 1 12 50 1610 712 712 Maximum Allowable Clip Capacity Max F1 = 1610 lbs Max F2 = 725 lbs Max F3 = 725 lbs 1 Clip thickness shall match the stud thickness F1 F2 F3 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 33EQS 20 57 402 603 206 310 206 310 33 20 33 353 530 168 251 168 251 43EQS 18 57 635 952 280 420 280 420 MA350 43 18 33 526 789 219 328 219 328 54 16 50 1068 1602 396 594 396 594 68 1 14 50 1510 2266 499 749 499 749 97 1 12 50 2261 2420 712 965 712 965 Maximum Allowable Clip Capacity Max F1 = 2420 lbs Max F2 = 965 lbs Max F3 = 965 lbs 1 Clip thickness shall match the stud thickness Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 33EQS 20 57 402 804 1005 206 413 516 206 413 516 33 20 33 353 707 884 168 335 419 168 335 419 43EQS 18 57 635 1269 1587 280 560 700 280 560 700 MA550 43 18 33 526 1052 1315 219 437 547 219 437 547 54 16 50 1068 2136 2671 396 792 855 396 792 855 68 1 14 50 1510 2980 2980 499 855 855 499 855 855 97 1 12 50 2261 2980 2980 712 855 855 712 855 855 Maximum Allowable Clip Capacity Max F1 = 2980 lbs Max F2 = 855 lbs Max F3 = 855 lbs 1 Clip thickness shall match the stud thickness Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 33EQS 20 57 402 804 1407 206 413 722 206 413 722 33 20 33 353 707 1237 168 335 597 168 335 597 43EQS 18 57 635 1269 2221 280 560 980 280 560 980 MA750 43 18 33 526 1052 1841 219 437 765 219 437 765 54 16 50 1068 2136 3739 396 792 1387 396 792 1387 68 1 14 50 1510 3021 5286 499 998 1740 499 998 1740 97 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740 Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs 1 Clip thickness shall match the stud thickness Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 5 #10 Screws 9 #10 Screws 2 #10 Screws 5#10 Screws 9 #10 Screws 2 #10 Screws 5 #10 Screws 9 #10 Screws 33EQS 20 57 402 1005 1809 206 516 929 206 516 929 33 20 33 353 884 1590 168 419 754 168 419 754 43EQS 18 57 635 1587 2856 280 700 1260 280 700 1260 MA950 43 18 33 526 1315 2367 219 547 984 219 547 984 54 16 50 1068 2671 4807 396 991 1740 396 991 1740 68 1 14 50 1510 3776 6100 499 1248 1740 499 1248 1740 97 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740 Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs 1 Clip thickness shall match the stud thickness Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Values include a 3.0 factor of safety. 5. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 25
MB - Multi-Use Secure Clip The MB multi-use secure clip is used in a variety of different applications including head-of-wall, joist connections, securing hips, rafters and trusses, reinforcing header connections, and bridging. MB secure clips are designed to resist vertical and lateral loads. Clips come packaged in durable buckets for easy handling on the jobsite. Guide holes arranged for bridging Length 3" Variety of lengths available Loads based on #10 screws No labor used cutting scrap or angle 1 ½" Joist Connection 54 mil G60 galvanized coating 68 mil 97 mil Length Qty / Bucket Lbs / Bucket MB200-54 2" 200 28 MB200-68 2" 200 35 MB200-97 2" 200 50 MB350-54 3 ½" 100 25 MB350-68 3 ½" 100 31 MB350-97 3 ½" 100 44 MB550-54 5 ½" 100 38 MB550-68 5 ½" 100 48 MB550-97 5 ½" 75 51 MB750-54 7 ½" 75 39 MB750-68 7 ½" 75 49 MB750-97 7 ½" 50 47 MB950-54 9 ½" 50 33 MB950-68 9 ½" 50 42 MB950-97 9 ½" 35 42 Load Bearing Head-of-Wall 26 www.steelconsystems.com
MB - Multi-Use Secure Clip Allowable Loads MB200 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 2 #10 Screws 2 #10 Screws 33EQS 20 57 402 206 206 33 20 33 353 168 168 43EQS 18 57 635 280 280 43 18 33 526 219 219 54 16 50 1068 396 396 68 1 14 50 1510 499 499 97 1 12 50 1610 712 712 Maximum Allowable Clip Capacity Max F1 = 1610 lbs Max F2 = 725 lbs Max F3 = 725 lbs 1 Clip thickness shall match the stud thickness F1 F2 F3 MB350 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 33EQS 20 57 402 603 206 310 206 310 33 20 33 353 530 168 251 168 251 43EQS 18 57 635 952 280 420 280 420 43 18 33 526 789 219 328 219 328 54 16 50 1068 1602 396 594 396 594 68 1 14 50 1510 2266 499 749 499 749 97 1 12 50 2261 2420 712 965 712 965 Maximum Allowable Clip Capacity Max F1 = 2420 lbs Max F2 = 965 lbs Max F3 = 965 lbs 1 Clip thickness shall match the stud thickness MB550 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 33EQS 20 57 402 804 1005 206 413 516 206 413 516 33 20 33 353 707 884 168 335 419 168 335 419 43EQS 18 57 635 1269 1587 280 560 700 280 560 700 43 18 33 526 1052 1315 219 437 547 219 437 547 54 16 50 1068 2136 2671 396 792 855 396 792 855 68 1 14 50 1510 2980 2980 499 855 855 499 855 855 97 1 12 50 2261 2980 2980 712 855 855 712 855 855 Maximum Allowable Clip Capacity Max F1 = 2980 lbs Max F2 = 855 lbs Max F3 = 855 lbs 1 Clip thickness shall match the stud thickness MB750 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 33EQS 20 57 402 804 1407 206 413 722 206 413 722 33 20 33 353 707 1237 168 335 597 168 335 597 43EQS 18 57 635 1269 2221 280 560 980 280 560 980 43 18 33 526 1052 1841 219 437 765 219 437 765 54 16 50 1068 2136 3739 396 792 1387 396 792 1387 68 1 14 50 1510 3021 5286 499 998 1740 499 998 1740 97 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740 Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs 1 Clip thickness shall match the stud thickness MB950 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 5 #10 Screws 9 #10 Screws 2 #10 Screws 5#10 Screws 9 #10 Screws 2 #10 Screws 5 #10 Screws 9 #10 Screws 33EQS 20 57 402 1005 1809 206 516 929 206 516 929 33 20 33 353 884 1590 168 419 754 168 419 754 43EQS 18 57 635 1587 2856 280 700 1260 280 700 1260 43 18 33 526 1315 2367 219 547 984 219 547 984 54 16 50 1068 2671 4807 396 991 1740 396 991 1740 68 1 14 50 1510 3776 6100 499 1248 1740 499 1248 1740 97 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740 Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs 1 Clip thickness shall match the stud thickness Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Values include a 3.0 factor of safety. 5. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 27
MC - Multi-Use Secure Clip The MC multi-use secure clip is used in a variety of different applications including head-of-wall, joist connections, securing hips, rafters and trusses, and reinforcing header connections. MC secure clips are designed to resist vertical and lateral loads. Length Clips come packaged in durable buckets for easy handling on the jobsite. Variety of lengths available Loads based on #10 screws No labor used cutting scrap or angle 3" 3" 54 mil G60 galvanized coating 68 mil 97 mil Length Qty / Bucket Lbs / Bucket MC200-54 2" 200 37 MC200-68 2" 200 47 MC200-97 2" 150 50 MC350-54 3 ½" 100 33 MC350-68 3 ½" 100 41 MC350-97 3 ½" 100 58 MC550-54 5 ½" 100 51 MC550-68 5 ½" 75 48 MC550-97 5 ½" 50 46 MC750-54 7 ½" 50 35 MC750-68 7 ½" 50 44 MC750-97 7 ½" 35 44 MC950-54 9 ½" 50 44 MC950-68 9 ½" 50 55 MC950-97 9 ½" 35 55 Truss-to-Truss Connection 28 www.steelconsystems.com
MC - Multi-Use Secure Clip Allowable Loads MC200 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 2 #10 Screws 2 #10 Screws 33EQS 20 57 402 206 206 33 20 33 353 168 168 43EQS 18 57 635 280 280 43 18 33 526 219 219 54 16 50 1068 396 396 68 1 14 50 1510 499 499 97 1 12 50 1610 712 712 Maximum Allowable Clip Capacity Max F1 = 1610 lbs Max F2 = 725 lbs Max F3 = 725 lbs 1 Clip thickness shall match the stud thickness F1 F2 F3 MC350 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 2 #10 Screws 3 #10 Screws 33EQS 20 57 402 603 206 310 206 310 33 20 33 353 530 168 251 168 251 43EQS 18 57 635 952 280 420 280 420 43 18 33 526 789 219 328 219 328 54 16 50 1068 1602 396 594 396 594 68 1 14 50 1510 2266 499 749 499 749 97 1 12 50 2261 2420 712 965 712 965 Maximum Allowable Clip Capacity Max F1 = 2420 lbs Max F2 = 965 lbs Max F3 = 965 lbs 1 Clip thickness shall match the stud thickness MC550 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 2 #10 Screws 4 #10 Screws 5 #10 Screws 33EQS 20 57 402 804 1005 206 413 516 206 413 516 33 20 33 353 707 884 168 335 419 168 335 419 43EQS 18 57 635 1269 1587 280 560 700 280 560 700 43 18 33 526 1052 1315 219 437 547 219 437 547 54 16 50 1068 2136 2671 396 792 855 396 792 855 68 1 14 50 1510 2980 2980 499 855 855 499 855 855 97 1 12 50 2261 2980 2980 712 855 855 712 855 855 Maximum Allowable Clip Capacity Max F1 = 2980 lbs Max F2 = 855 lbs Max F3 = 855 lbs 1 Clip thickness shall match the stud thickness MC750 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 2 #10 Screws 4 #10 Screws 7 #10 Screws 33EQS 20 57 402 804 1407 206 413 722 206 413 722 33 20 33 353 707 1237 168 335 597 168 335 597 43EQS 18 57 635 1269 2221 280 560 980 280 560 980 43 18 33 526 1052 1841 219 437 765 219 437 765 54 16 50 1068 2136 3739 396 792 1387 396 792 1387 68 1 14 50 1510 3021 5286 499 998 1740 499 998 1740 97 1 12 50 2261 4521 6100 712 1424 1740 712 1424 1740 Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs 1 Clip thickness shall match the stud thickness MC950 Stud Properties F1 Allowable Loads (lbs) F2 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #10 Screws 5 #10 Screws 9 #10 Screws 2 #10 Screws 5#10 Screws 9 #10 Screws 2 #10 Screws 5 #10 Screws 9 #10 Screws 33EQS 20 57 402 1005 1809 206 516 929 206 516 929 33 20 33 353 884 1590 168 419 754 168 419 754 43EQS 18 57 635 1587 2856 280 700 1260 280 700 1260 43 18 33 526 1315 2367 219 547 984 219 547 984 54 16 50 1068 2671 4807 396 991 1740 396 991 1740 68 1 14 50 1510 3776 6100 499 1248 1740 499 1248 1740 97 1 12 50 2261 5652 6100 712 1740 1740 712 1740 1740 Maximum Allowable Clip Capacity Max F1 = 6100 lbs Max F2 = 1740 lbs Max F3 = 1740 lbs 1 Clip thickness shall match the stud thickness Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Values include a 3.0 factor of safety. 5. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 29
TT - Truss Tie Secure Clip The TT truss tie secure clip prevents uplift of trusses and joists. TT secure clips are thoroughly engineered to resist lateral, horizontal, and uplift loads. 2" 2" TT clips come packaged in durable buckets for convenient handling on the jobsite. Variety of applications Loads based on #10 screws Prevents uplift of trusses and joists 6" TT600 2" 2" 33 mil 54 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating G60 galvanized coating 10" Qty / Bucket Lbs / Bucket TT600-33 100 11 TT600-54 100 18 TT1000-33 100 18 TT1000-54 100 30 TT1000 Allowable Loads TT600 TT1000 F3 F3 F2 F1 F2 F1 30 www.steelconsystems.com
TT - Truss Tie Secure Clip Allowable Loads TT600-33 Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom) Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3 33EQS 20 57 120 170 402 120 170 450 33 20 33 120 170 353 120 170 450 43EQS 18 57 120 170 450 120 170 450 43 18 33 120 170 450 120 170 450 54 16 50 120 170 450 120 170 450 68 14 50 120 170 450 120 170 450 97 12 50 120 170 450 120 170 450 118 10 50 120 170 450 120 170 450 Maximum Allowable Clip Capacity Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs TT600-54 Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom) Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3 33EQS 20 57 310 330 402 310 330 804 33 20 33 310 330 353 310 330 707 43EQS 18 57 310 330 635 310 330 1010 43 18 33 310 330 526 310 330 1010 54 16 50 310 330 1010 310 330 1010 68 14 50 310 330 1010 310 330 1010 97 12 50 310 330 1010 310 330 1010 118 10 50 310 330 1010 310 330 1010 Maximum Allowable Clip Capacity Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs TT1000-33 Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom) Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3 33EQS 20 57 120 170 402 120 170 450 33 20 33 120 170 353 120 170 450 43EQS 18 57 120 170 450 120 170 450 43 18 33 120 170 450 120 170 450 54 16 50 120 170 450 120 170 450 68 14 50 120 170 450 120 170 450 97 12 50 120 170 450 120 170 450 118 10 50 120 170 450 120 170 450 Maximum Allowable Clip Capacity Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs Max F1 = 120 lbs Max F2 = 170 lbs Max F3 = 450 lbs TT1000-54 Stud Properties 2 #10 Screws (2 Top, 2 Bottom) 4 #10 Screws (4 Top, 4 Bottom) Mil Gauge Fy (ksi) F1 F2 F3 F1 F2 F3 33EQS 20 57 310 330 402 310 330 804 33 20 33 310 330 353 310 330 707 43EQS 18 57 310 330 635 310 330 1010 43 18 33 310 330 526 310 330 1010 54 16 50 310 330 1010 310 330 1010 68 14 50 310 330 1010 310 330 1010 97 12 50 310 330 1010 310 330 1010 118 10 50 310 330 1010 310 330 1010 Maximum Allowable Clip Capacity Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs Max F1 = 310 lbs Max F2 = 330 lbs Max F3 = 1010 lbs Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Values include a 3.0 factor of safety. 5. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 6. Allowable loads indicated on the tables are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 31
BC - Secure Bridge Clip The BC secure bridge clip attaches the cold rolled channel (CRC) to the stud. These clips resists lateral movement and twisting of studs in a wall assembly. Pre-punched guide holes are provided to accommodate the CRC and stud attachments for strength and installation efficiency. This clip has chamfered corners on one leg to allow for installation on the inside of the stud cavity. BC clips come packaged in durable buckets for convenient handling on the jobsite. Length 1 ½" No welding or cutting scrap material required Loads based on #10 screws Screws are provided Replaces the expensive traditional method of bracing 1 ½" 33 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 54 mil G60 galvanized coating Length Qty / Bucket Lbs / Bucket BC237 2 ⅜" 250 17 BC337 3 ⅜" 250 24 BC575 5 ¾" 150 40 BC775 7 ¾" 100 36 Allowable Loads Min. Thickness Fy 2 #10 Screws* Mil Gauge (ksi) F2 (lbs) M1 (lbs-in) BC237 33 20 33 266 155 BC337 33 20 33 532 332 BC575 54 16 50 1068 1573 BC775 54 16 50 1068 2313 *Allowable loads are based on the capacity of the clip and cold rolled channel attachment. Verify screw shear and pullout of stud. F2 M1 Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Values include a 3.0 factor of safety. 5. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 32 www.steelconsystems.com
WT - Wall Tie Secure Clip The WT wall tie secure clip connects a curtain wall stud to the exterior concrete/masonry wall structure. Designed to resist horizontal and vertical loads, the WT secure clip may be attached to the structure with an approved ½" anchor bolt or as specified by the design professional. Plate washer Part no. PW-168 Variety of lengths available Thicker steel for improving welded attachments Loads based on #12 screws Screws are provided Plate washer included for heavy duty applications Replaces the expensive traditional method of bracing 4 ½" Main flange guide holes are 0.220" diameter (#12 fasteners) Center guide hole is 0.5625" diameter (½" anchor) 1 ¼" x 2" plate washer 168 mil with 0.625" hole Clip Washer 118 mil material thickness 168 mil material thickness F1 F3 Qty / Bucket Lbs / Bucket WT400 4" 50 50 WT700 7" 35 50 WT1000 10" 25 47 All WT clips include plate washer. Allowable Loads Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #12 Screws 6 #12 Screws 8 #12 Screws 4 #12 Screws 6 #12 Screws 8 #12 Screws 33EQS 20 57 857 1286 1714 857 1286 1714 33 20 33 754 1130 1507 754 1130 1507 43EQS 18 57 1353 2030 2706 1353 2030 2706 WT 43 18 33 1122 1682 2243 1122 1682 2243 54 16 50 2278 3010 3010 2278 3010 3010 68 14 50 3010 3010 3010 3010 3010 3010 97 12 50 3010 3010 3010 3010 3010 3010 118 10 50 3010 3010 3010 3010 3010 3010 Maximum Allowable Clip Capacity Max F1 = 3010 lbs Max F3 = 3010 lbs Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 5. Values include a 3.0 factor of safety. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. 7. The designer shall check the bending in the short leg of clip. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 33
HG - Secure Header Gusset Plate The HG secure header gusset plate is designed to provide a stiffened attachment of two individual members. Its unique design transfers the vertical load through a rigid connection that is stronger than traditional methods of construction. The header gusset plate stiffens the header and jamb connection allowing the header to withstand larger load capacities and decrease the chance of web crippling. Loads based on #10 screws Ledger tabs to hold header during installation Designed for multiple stud sizes and jamb configurations Replaces traditional labor intensive installation methods 43 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 68 mil 8 ½" 1 ½" Screw Pattern Configurations Configurations shown below shall be installed on the left hand side when fastening to the jamb stud. Two additional screws shall always be installed in ledger tab. 8 Screws 12 Screws 16 Screws 6" HG-43 Universal 50 34 HG-68 Universal 30 32 HG secure plate is designed to accommodate all stud widths and flange heights and can be used on either side of the assembly. Allowable Loads HG -43 (43 mil) HG-68 (68 mil) Left / Right Handed Qty / Bucket Lbs / Bucket Stud Properties F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 10 #10 Screws 12 #10 Screws 33EQS 20 57 804 1206 1608 2010 2412 33 20 33 707 1060 1414 1767 2120 43EQS 18 57 1269 1904 2538 2980 2980 43 18 33 1052 1578 2104 2630 2980 54 16 50 1388 2082 2776 2980 2980 68 14 50 1388 2082 2776 2980 2980 97 12 50 1388 2082 2776 2980 2980 118 10 50 1388 2082 2776 2980 2980 Maximum Allowable Clip Capacity Max F3 = 2980 lbs Stud Properties F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 4 #10 Screws 6 #10 Screws 8 #10 Screws 10 #10 Screws 12 #10 Screws 33EQS 20 57 804 1206 1608 2010 2412 33 20 33 707 1060 1414 1767 2120 43EQS 18 57 1269 1904 2538 3173 3808 43 18 33 1052 1578 2104 2630 3156 54 16 50 2136 3205 4273 5341 5375 68 14 50 3021 4531 5375 5375 5375 97 12 50 3170 4755 5375 5375 5375 118 10 50 3170 4755 5375 5375 5375 Maximum Allowable Clip Capacity Max F3 = 5375 lbs Loads based on single clip capacity 20 Screws F3 24 Screws Table Note 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. Screw spacing and edge distance shall not be less than 3 x d (d=nominal screw diameter). 3. The allowable loads are based on the steel properties of the members being connected, per AISI Section E4. 4. When connecting materials of different thicknesses or tensile strength (Fu), the lowest applicable values should be used. 5. Attachment from the clip to the structural to be designed by others. 6. Values include a 3.0 factor of safety. 7. Applied loads may be multiplied by 0.75 for seismic or wind loading, per AISI Section A5.1.3 8. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 34 www.steelconsystems.com
SS - Secure Floor Strapping The SS secure floor strapping prevents uplift of wall studs from floor track, creating a secure composite assembly. It's provided in 18", 24", 30", and 36" lengths with a specific layout of pre-punched guide holes for ultimate reinforcing and efficient installation. 1 ¼" and 2 ¾" Variety of lengths available Prevents uplift of studs 18", 24", 30", 36" 33 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 43 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 54 mil G60 galvanized coating 68 mil Dimensions Height = xx 125SSxx-33 1 ¼" 18", 24", 30", 36" 125SSxx-43 1 ¼" 18", 24", 30", 36" 125SSxx-54 1 ¼" 18", 24", 30", 36" 125SSxx-68 1 ¼" 18", 24", 30", 36" 125SSxx-97 1 ¼" 18", 24", 30", 36" 275SSxx-33 2 ¾" 18", 24", 30", 36" 275SSxx-43 2 ¾" 18", 24", 30", 36" 275SSxx-54 2 ¾" 18", 24", 30", 36" 275SSxx-68 2 ¾" 18", 24", 30", 36" 275SSxx-97 2 ¾" 18", 24", 30", 36" Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 35
WST - Web Stiffener Track The WST web stiffener track clip prevents web crippling in critical load connections through to the joist or wall stud. Thoroughly engineered, the WST includes a strengthen rib and specific layout of pre-punched guide holes for ultimate reinforcing. Variety of lengths available Prevents web crippling One-piece assembly 1 7 / 16 " Height 68 mil ⅝" Dimensions Height Stud 600WST350 3 ½" 5 ⅝" 6" 800WST350 3 ½" 7 ⅝" 8" 1000WST350 3 ½" 9 ⅝" 10" 1200WST350 3 ½" 11 ⅝" 12" 1400WST350 3 ½" 13 ⅝" 14" 600WST600 6" 5 ⅝" 6" 800WST600 6" 7 ⅝" 8" 1000WST600 6" 9 ⅝" 10" 1200WST600 6" 11 ⅝" 12" 1400WST600 6" 13 ⅝" 14" End Joist Condition Endwall Stud Condition Mid-Span Support Condition 36 www.steelconsystems.com
KB - Kwik-Back Wall Support Kwik-Back products are the most cost effective and labor saving solution to creating superior backing support for wall shelving, cabinetry, heavy wall hangings, and other equipment. Installation is simplified by using 2 or 3 screws to attach the clip to the stud flange. No pre-determined stud layout is required and ledge tabs are added for easy alignment. Attach 2" x 6" structure grade lumber (#1 or better) as required by codes or specifications. Folded tabs for wood support 5" Loads based on #8 screws Screws are provided Folded tabs for consistent wood positioning Stud flange size 33 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating Example of the Kwik-Back used for hanging cupboards. Flange Qty / Bucket Lbs / Bucket KB162 1 ¼" to 1 ⅝" 100 25 KB200 2" 100 27 F3 Allowable Loads KB Stud Properties F1 Allowable Loads (lbs) F3 Allowable Loads (lbs) Mil Gauge Fy (ksi) 2 #8 Screws 3 #8 Screws 2 #8 Screws 3 #8 Screws 18 25 33 79 118 132 197 D20 20 57 114 170 190 285 D24 20 57 142 213 266 398 30 20 33 130 196 281 422 33EQS 20 (S) 57 178 267 373 560 33 20 (S) 33 145 217 328 493 43EQS 18 57 242 342 460 689 43 18 33 189 283 460 689 54 16 50 342 342 460 689 Table Notes 1. Allowable loads have not been increased for wind, seismic activity, or other factors. 2. The allowable loads are based on the steel properties of the members being connected, per AISI S100. 3. The nominal strength of the screw must be at least 3.75 times the allowable loads. 4. Values include a 3.0 factor of safety. F1 5. Penetration of screws through joined materials should not be less than three exposed threads. Install and tighten screws in accordance with the screw manufacturer's recommendations. 6. Allowable loads indicated on the table(s) are for force in single direction only. The designer shall use the combined forces check as required by AISI S100 if more than one force is applied to the connection. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 37
TB - Solid Track Blocking TB solid track blocking provides horizontal bracing for studs and joists. Solid track blocking is thoroughly engineered for 12", 16", and 24" stud layouts. Available in 12", 16", and 24" stud spacing One-piece assembly Pre-punched guide holes Stud spacing 54 mil G60 galvanized coating Nomenclature Example: *Stud Web Spacing 24" oc TB 362-162 - S24-54 Track Blocking Stud Flange Length 54 mil Stud Dimensions * Flange Spacing TB250-*-S12-54 2 ½" 125/162/200 12" TB250-*-S16-54 2 ½" 125/162/200 16" TB250-*-S24-54 2 ½" 125/162/200 24" TB350-*-S12-54 3 ½" 125/162/200 12" TB350-*-S16-54 3 ½" 125/162/200 16" TB350-*-S24-54 3 ½" 125/162/200 24" TB362-*-S12-54 3 ⅝" 125/162/200 12" TB362-*-S16-54 3 ⅝" 125/162/200 16" TB362-*-S24-54 3 ⅝" 125/162/200 24" TB400-*-S12-54 4" 125/162/200 12" TB400-*-S16-54 4" 125/162/200 16" TB400-*-S24-54 4" 125/162/200 24" Stud Dimensions * Flange Spacing TB600-*-S12-54 6" 125/162/200 12" TB600-*-S16-54 6" 125/162/200 16" TB600-*-S24-54 6" 125/162/200 24" TB800-*-S12-54 8" 125/162/200 12" TB800-*-S16-54 8" 125/162/200 16" TB800-*-S24-54 8" 125/162/200 24" TB1000-*-S12-54 10" 125/162/200 12" TB1000-*-S16-54 10" 125/162/200 16" TB1000-*-S24-54 10" 125/162/200 24" TB1200-*-S12-54 12" 125/162/200 12" TB1200-*-S16-54 12" 125/162/200 16" TB1200-*-S24-54 12" 125/162/200 24" 38 www.steelconsystems.com
FTB - Fire Track Blocking FTB fire track blocking provides horizontal bracing for studs and joists. Fire track blocking is thoroughly engineered for 12", 16", and 24" stud layouts with a precut flange to fit the stud cavity for quick installation. Available in 12", 16", and 24" stud spacing One-piece assembly Fills the whole stud cavity Pre-punched guide holes Stud spacing 54 mil G60 galvanized coating Nomenclature Example: *Stud Web Spacing 24" oc FTB 362-162 - S24-54 Fire Track Blocking Stud Flange Length 54 mil Stud Dimensions * Flange Spacing FTB250-*-S12-54 2 ½" 125/162/200 12" FTB250-*-S16-54 2 ½" 125/162/200 16" FTB250-*-S24-54 2 ½" 125/162/200 24" FTB350-*-S12-54 3 ½" 125/162/200 12" FTB350-*-S16-54 3 ½" 125/162/200 16" FTB350-*-S24-54 3 ½" 125/162/200 24" FTB362-*-S12-54 3 ⅝" 125/162/200 12" FTB362-*-S16-54 3 ⅝" 125/162/200 16" FTB362-*-S24-54 3 ⅝" 125/162/200 24" FTB400-*-S12-54 4" 125/162/200 12" FTB400-*-S16-54 4" 125/162/200 16" FTB400-*-S24-54 4" 125/162/200 24" Stud Dimensions * Flange Spacing FTB600-*-S12-54 6" 125/162/200 12" FTB600-*-S16-54 6" 125/162/200 16" FTB600-*-S24-54 6" 125/162/200 24" FTB800-*-S12-54 8" 125/162/200 12" FTB800-*-S16-54 8" 125/162/200 16" FTB800-*-S24-54 8" 125/162/200 24" FTB1000-*-S12-54 10" 125/162/200 12" FTB1000-*-S16-54 10" 125/162/200 16" FTB1000-*-S24-54 10" 125/162/200 24" FTB1200-*-S12-54 12" 125/162/200 12" FTB1200-*-S16-54 12" 125/162/200 16" FTB1200-*-S24-54 12" 125/162/200 24" Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 39
NS - Notched Stud Backing The NS notched stud backing is used for bracing and bridging of joists and wall studs in heavy load conditions. NS is also used in hospitals and schools as mechanical backing to provide support for equipment and cabinetry. Engineered section properties and allowable loads are provided. 12", 16", and 24" Stud spacing Available in widths of 4", 6", and 8" Available in 12", 16", and 24" stud spacing Excellent for heavy load conditions Pre-cut notches for flange attachment Eliminates field cutting Provides bracing and bridging support ½" or 1" ASTM: A653/A653M 30 mil 33 ksi yield strength 45 ksi tensile strength G40 galvanized coating 33 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 43 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 54 mil G60 galvanized coating 68 mil Nomenclature Example Notched Stud System complies with standard SSMA nomenclature using the letters "NS" as the product identification. Follow example when ordering Notched Stud System. Image of Notched Stud Backing, demonstrating attachment to stud. Notched Stud *Stud Flange 43 mil 600 NS 050 162 - S16-43 - 10 6" Web ½" Leg Spacing 16" oc Length in ft *Notch opening will be ⅛" larger than the stud flange width. 40 www.steelconsystems.com
NS - Notched Stud Backing Section Properties Depth (in) Flange (in) * Vertical Stud Flange Properties I xe (min) (in 4 ) S xe (min) (in 3 ) I ye (min) (in 4 ) S ye (min) (in 3 ) 400NS050-*-S??-33 4 0.50 125/162/200 0.386 0.193 0.007 0.018 400NS050-*-S??-43 4 0.50 125/162/200 0.495 0.248 0.008 0.022 400NS050-*-S??-54 4 0.50 125/162/200 0.603 0.301 0.009 0.025 400NS050-*-S??-68 4 0.50 125/162/200 0.728 0.364 0.011 0.029 600NS050-*-S??-33 6 0.50 125/162/200 1.085 0.357 0.007 0.018 600NS050-*-S??-43 6 0.50 125/162/200 1.416 0.472 0.009 0.022 600NS050-*-S??-54 6 0.50 125/162/200 1.736 0.579 0.010 0.026 600NS050-*-S??-68 6 0.50 125/162/200 2.116 0.705 0.012 0.030 800NS050-*-S??-33 8 0.50 125/162/200 2.214 0.526 0.007 0.018 800NS050-*-S??-43 8 0.50 125/162/200 2.989 0.738 0.009 0.022 800NS050-*-S??-54 8 0.50 125/162/200 3.727 0.932 0.011 0.026 800NS050-*-S??-68 8 0.50 125/162/200 4.569 1.142 0.012 0.030 400NS100-*-S??-33 4 1.00 125/162/200 0.522 0.261 0.033 0.046 400NS100-*-S??-43 4 1.00 125/162/200 0.672 0.336 0.041 0.058 400NS100-*-S??-54 4 1.00 125/162/200 0.823 0.411 0.050 0.070 400NS100-*-S??-68 4 1.00 125/162/200 1.003 0.501 0.059 0.082 600NS100-*-S??-33 6 1.00 125/162/200 1.371 0.445 0.036 0.047 600NS100-*-S??-43 6 1.00 125/162/200 1.816 0.605 0.046 0.060 600NS100-*-S??-54 6 1.00 125/162/200 2.236 0.745 0.056 0.072 600NS100-*-S??-68 6 1.00 125/162/200 2.742 0.914 0.066 0.085 800NS100-*-S??-33 1 8 1.00 125/162/200 2.687 0.626 0.037 0.047 800NS100-*-S??-43 8 1.00 125/162/200 3.610 0.872 0.048 0.060 800NS100-*-S??-54 8 1.00 125/162/200 4.492 1.092 0.058 0.072 800NS100-*-S??-68 8 1.00 125/162/200 5.690 1.423 0.070 0.086 S?? Represents the vertical stud spacing. Allowable Section Properties - Per AISI Design Criteria Allowable Loads Stud Properties Mil Gauge Fy (ksi) Mx (lb*ft) Vy (lb) Pmax 2 (lb) #10 Screw 3 # Of Screw 4 (lb) Required for Pmax 400NS050-*-S??-33 33 20 33 257 976 308 177 2 400NS050-*-S??-43 43 18 33 379 1739 455 263 2 400NS050-*-S??-54 54 16 50 495 3372 594 500 2 400NS050-*-S??-68 68 14 50 593 4871 712 500 2 600NS050-*-S??-33 33 20 33 406 638 487 177 3 600NS050-*-S??-43 43 18 33 557 1415 668 263 3 600NS050-*-S??-54 54 16 50 767 2822 920 500 2 600NS050-*-S??-68 68 14 50 901 5350 1081 500 3 800NS050-*-S??-33 33 20 33 540 474 474 177 3 800NS050-*-S??-43 43 18 33 752 1051 902 263 4 800NS050-*-S??-54 54 16 50 1008 2091 1210 500 3 800NS050-*-S??-68 68 14 50 1228 4220 1474 500 3 400NS100-*-S??-33 33 20 33 486 976 583 177 4 400NS100-*-S??-43 43 18 33 641 1739 769 263 3 400NS100-*-S??-54 54 16 50 1146 3372 1375 500 3 400NS100-*-S??-68 68 14 50 1432 4871 1718 500 4 600NS100-*-S??-33 33 20 33 683 638 638 177 4 600NS100-*-S??-43 43 18 33 939 1415 1127 263 5 600NS100-*-S??-54 54 16 50 1705 2822 2046 500 5 600NS100-*-S??-68 68 14 50 2183 5350 2620 500 6 800NS100-*-S??-33 1 33 20 33 944 474 474 177 3 800NS100-*-S??-43 43 18 33 1318 1051 1051 263 4 800NS100-*-S??-54 54 16 50 2375 2091 2091 500 5 800NS100-*-S??-68 68 14 50 3118 4220 3742 500 8 Notched Stud Backing With ½" Flange Notched Stud Backing With 1" Flange ½" ½" ½" ½" 4" 6" 8" ½" 1" 4" 6" 8" Table Notes 1. 1 Web-height to thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2. Maximum point load, Pmax, is determined based on the minimum of the shear capacity or the bending capacity of the blocking/, or the number of screws with proper edge distance/ spacing that may be installed. Load assumed to act at mid-span through centroid of, based on a span of 24". For stud spacing of 16" oc, above tables may conservatively be used. 3. Number of screws determined by dividing Pmax by capacity of #10 screw and rounding up. Screw manufacturer shall confirm that their screws meet the code allowable capacity indicated in the table. 4. Screw capacity based on stud material with thickness and yields strength equal to the blocking/ Minimum screw spacing and edge distance shall not be less than 3 times the nominal screw diameter (per SSMA). For #10 screw, 3 x d = 3 x 0. 190" = 0.57". 5. The properties indicated in the table have been calculated using CFS version 5.0.2 (RSG Software Inc.) 6. Tabulated values do not consider stud capacity. Studs designed by others. 7. All calculations based on 2004 AISI. Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 41
NT - Notched Track Backing The NT notched track is used for bracing and bridging of joists and wall studs. Notched Track is also used in hospitals and schools as mechanical backing that provides superior support for equipment and cabinetry. 12", 16", and 24" Stud spacing Available in widths of 4", 6", and 8" Available in 12", 16", and 24" stud spacing Pre-cut notches for flange attachment Eliminates field cutting Provides bracing and bridging support ASTM: A653/A653M 30 mil 33 ksi yield strength 45 ksi tensile strength G40 galvanized coating 33 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 43 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 54 mil G60 galvanized coating 68 mil Nomenclature Example Notched track system complies with standard SSMA nomenclature using the letters "NT" as the product identification. Use the following example when ordering notched track system. 6" Web *Stud Flange 43 mil 600 NT 162 - S24-43 - 10 Notched Track Spacing 24" oc Length in ft *Notch opening will be ⅛" larger than the stud flange width. 42 www.steelconsystems.com
TTDS -Track-in-Track Deflection System TTDS track-in-track deflection system is a two-piece assembly that accommodates deflection of exterior curtain walls and interior partition walls. The outer track is custom-made with a deeper leg and wider web width typically installed to the underside of the floor decking. A pre-constructed wall assembly slides into the deep leg track, and is designed to allow a gap at the top for deflection. The track-in-track assembly cannot be used in axial load-bearing conditions or above continuous window/ header spandrels. 2" Leg Outer Track Standard track-in-track deflection system allows up to 1" of vertical movement Absorbs head-of-wall and floor extension or compression movement Available in custom widths and thicknesses 2 ½" Leg Inner Track Track-in-Track Types Standard Track-in-Track Px Track-in-Pitch Track Specify P when ordering Example: 612T250-33-P ASTM A653/A1003/C645 33 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 43 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 54 mil G60 galvanized coating 68 mil 97 mil Order Information 2 ½" Stud TTDS SSMA Reference Thickness Mil Gauge Inches Outer Track Size (in) Weight (lbs/ft) 250T250-33 / 262T200-33 33 20 0.0346" 2 ⅝" 1.47 250T250-43 / 262T200-43 43 18 0.0451" 2 ⅝" 1.92 TTDS 250T250-54 / 262T200-54 54 16 0.0566" 2 ⅝" 2.41 250T250-68 / 275T200-68 68 14 0.0713" 2 ¾" 3.06 250T250-97 / 275T200-97 97 12 0.1017" 2 ¾" 4.37 TTDS 3 ½" Stud TTDS SSMA Reference Thickness Outer Track Size Weight Mil Gauge Inches (in) (lbs/ft) 350T250-33 / 362T200-33 33 20 0.0346" 2 ⅝" 1.70 350T250-43 / 362T200-43 43 18 0.0451" 2 ⅝" 2.21 350T250-54 / 362T200-54 54 16 0.0566" 2 ⅝" 2.78 350T250-68 / 375T200-68 68 14 0.0713" 2 ¾" 3.53 350T250-97 / 375T200-97 97 12 0.1017" 2 ¾" 5.03 Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 43
TTDS - Track-in-Track Deflection System TTDS SSMA Reference 3 ⅝" Stud TTDS Thickness Mil Gauge Inches 362T250-33 / 375T200-33 33 20 0.0346" 3 ¾" 1.72 362T250-43 / 375T200-43 43 18 0.0451" 3 ¾" 2.25 362T250-54 / 375T200-54 54 16 0.0566" 3 ¾" 2.82 362T250-68 / 387T200-68 68 14 0.0713" 3 ⅞" 3.58 362T250-97 / 387T200-97 97 12 0.1017" 3 ⅞" 5.11 Size (in) Weight (lbs/ft) TTDS SSMA Reference 4" Stud TTDS Thickness Mil Gauge Inches 400T250-33 / 412T200-33 33 20 0.0346" 4 ⅛" 1.81 400T250-43 / 412T200-43 43 18 0.0451" 4 ⅛" 2.36 400T250-54 / 412T200-54 54 16 0.0566" 4 ⅛" 2.96 400T250-68 / 425T200-68 68 14 0.0713" 4 ¼" 3.76 400T250-97 / 425T200-97 97 12 0.1017" 4 ¼" 5.36 Size (in) Weight (lbs/ft) TTDS SSMA Reference 5 ½" Stud TTDS Thickness Mil Gauge Inches 550T250-33 / 562T200-33 33 20 0.0346" 5 ⅝" 2.15 550T250-43 / 562T200-43 43 18 0.0451" 5 ⅝" 2.80 550T250-54 / 562T200-54 54 16 0.0566" 5 ⅝" 3.51 550T250-68 / 575T200-68 68 14 0.0713" 5 ¾" 4.45 550T250-97 / 575T200-97 97 12 0.1017" 5 ¾" 6.35 Size (in) Weight (lbs/ft) TTDS SSMA Reference 6" Stud TTDS Thickness Mil Gauge Inches 600T250-33 / 612T200-33 33 20 0.0346" 6 ⅛" 2.26 600T250-43 / 612T200-43 43 18 0.0451" 6 ⅛" 2.94 600T250-54 / 612T200-54 54 16 0.0566" 6 ⅛" 3.69 600T250-68 / 625T200-68 68 14 0.0713" 6 ¼" 4.68 600T250-97 / 625T200-97 97 12 0.1017" 6 ¼" 6.68 Size (in) Weight (lbs/ft) TTDS SSMA Reference 8" Stud TTDS Thickness Mil Gauge Inches 800T250-33 / 812T200-33 33 20 0.0346" 8 ⅛" 2.71 800T250-43 / 812T200-43 43 18 0.0451" 8 ⅛" 3.53 800T250-54 / 812T200-54 54 16 0.0566" 8 ⅛" 4.43 800T250-68 / 825T200-68 68 14 0.0713" 8 ¼" 5.61 800T250-97 / 825T200-97 97 12 0.1017" 8 ¼" 8.00 Size (in) Weight (lbs/ft) 44 www.steelconsystems.com
Ponywall Support Steel-Con's Ponywall supports are manufactured from prime domestic steel and assembled with certified welds, providing superior strength and durability. Its unique rigid design and ease of installation makes it the preferred choice over conventional Ponywall construction methods. Ponywall supports are stocked in 34", 48", and 60" heights but can be special ordered to meet required design specifications. Standard heights are 34", 48", and 60" Custom heights available Welded construction Support Stud 97 mil Base Plate 168 mil G115 galvanized coating 14" The upright support stud is made from a 362S250-97 stud centered and welded to the base plate ⅝" 3 ⅝" Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 45
DT - Drain Track DT drain track is designed to allow water to drain from the bottom track of a wall that is exposed to rain or snow while under construction. Small punchouts have been staggered at the outer bottom edge of the track at 20" oc on both sides. No special layout or design is required when using drain track. Available in all standard track sizes Allows for drainage of water in the track Eliminates concerns of mildew or mold Labor free Fastener locations not are affected Rigid and won't collapse while handling Nomenclature Example 6" Web 1 ½" Leg Depth Length in ft 600 DT 150-43 - 10 Drain Track 43 mil Drain track complies with standard SSMA nomenclature using the letters DT as the product identification. Follow the example above when ordering drain track. 20" oc 20" oc ⅝" ¾" 10" stagger Drain Punchout Dimensions 46 www.steelconsystems.com
Custom Brake Shapes Steel-Con offers a broad selection of custom brake shapes for a wide range of construction applications. Each shape is custommade to match precise dimensions needed by using advanced forming equipment. When ordering custom brake shapes, identify inside and outside measurements, as well as any angles or punchouts required. Corrosion-resistant galvanized-coated steel Manufactured exclusively to drawings and specifications Flat stock sheets available Any Angle at Any Degree ASTM: A653/A653M 30EQD 43 mil 33 ksi yield strength 45 ksi tensile strength G40 galvanized coating G60 galvanized coating 30 mil 54 mil 33 ksi yield strength 45 ksi tensile strength G40 galvanized coating G60 galvanized coating 33EQS 68 mil G60 galvanized coating 33 mil 97 mil 33 ksi yield strength 45 ksi tensile strength G60 galvanized coating 43EQD 127 mil G60 galvanized coating Additional mil thickness: 145, 168, 200, and 220 Various Custom Shapes Hat Channel Z-Furring Deep Leg Track Pitch Track Large Variety of Clips and Stiffening Plates Effective 2/17/17 and supersedes all previous information. www.steelconsystems.com 47
Steel-Con Steel Construction Systems TM Servicing the Southeastern United States Orlando Office 11250 Astronaut Blvd Orlando, FL 32837 Ph: 800-548-8499 Fx: 407-438-1667 www.steelconsystems.com