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1. CATALOGGENERAL ENGINEERING CATALOG NO. 17 A PART OF

2. Unistrut is the original metal framing system featuring a uniqueweldless connection. The Unistrut system eliminates weldingand drilling, and is easily adjustable and reusable for innitecongurations. Over time, our brand has evolved from a simpleconnection concept to a comprehensive engineered buildingand support system featuring a robust line of channels, ttings,fasteners, hangers, pipe clamps, and accessories. Backed by ourworldwide network of engineering and distribution centers, weprovide customers with total-resource capability, making Unistrutthe brand everyone asks for by name. 3. The Unistrut World of Supportstarts with our network of UnistrutService Centers across the nation.The Unistrut World of Support starts with our network of Unistrut Service Centers across North America. They go far beyond providinglocal product inventories... by offering complete application solutions,based on experience gained from thousands of projects worldwide.Its the kind of knowledgeable assistance that can help save time andcost now, and simplify change in the future.Technical help? No one knows the engineering side of Unistrut supportsystems like your local Unistrut team. And if its special fabrication, cuttingor custom nishing you want, the pros at your local Unistrut ServiceCenter will make it happen...quickly, efciently, economically.So when its help you need, call your Unistrut Service Centerthe quickest way to unlock Unistruts World of Support. 4. TABLE OF CONTENTSINTRODUCTION . . . . . . . . . . . . . . . . . . 1-20 NUTS & HARDWARE . . . . . . . . . . . . . 65-70Unistrut Metal Framing Systems . . . . . . . . . . . . . . . . . . . . . . . . 6-9 Nuts & Hardware Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . . .66Quality Assurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .10Channel Nuts With Springs . . . . . . . . . . . . . . . . . . . . . . . . . . . . .67Materials and Finishes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-13Channel Nuts Without Springs. . . . . . . . . . . . . . . . . . . . . . . . . . .67Design Fundamentals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-15Top Retainer Nuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .67Conversion Factors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16 Stud Nuts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .68Reference Tables and Data . . . . . . . . . . . . . . . . . . . . . . . . . . 17-18Hardware . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 68-70Guide Specification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .19New Products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20GENERAL FITTINGS . . . . . . . . . . . . . 71-100 General Fittings Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . 72-7315 8" CHANNEL . . . . . . . . . . . . . . . . . . 21-56Design Load Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .74Channel Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .22Flat Plate Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75-76P1000 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .23 Ninety Degree Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 76-79P1100 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24-29 Angular Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .79P2000 (16 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .32 Z Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .80P3000 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33-35 U Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 81-82P3300 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 36-38 Wing Shape Fittings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 82-84P4000 (16 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42-44 Post Bases. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .84P4100 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45-47 Brackets. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 84-87P5000 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48-50 Brace Fittings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .88P5500 (12 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 51-53 Beam Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89-96Closure Strips . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .54 Trolleys . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .96End Caps and Frame Caps . . . . . . . . . . . . . . . . . . . . . . . . . . . . .55Special Application Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . 97-98Lateral Bracing & Bearing Loads . . . . . . . . . . . . . . . . . . . . . . . . .56Seismic Retrofit Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . 98-100TELESTRUT SYSTEM . . . . . . . . . . . . 57-64 PIPE/CONDUIT SUPPORTS. . . . . . . 101-120Telestrut Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 58-59Pipe & Conduit Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . . . .102Telescoping Tube. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 59-61Pipe/Conduit Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102-105Connection Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .62 Unicushion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .106Specialized Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .62 Pipe & Tubing (Cush-A-Clamp) Clamps. . . . . . . . . . . . . . 107-110Post Bases. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62-63Pipe Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111Cutting Chart . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .64Pipe Rollers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111-112 Pipe Brackets. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .113 Reference Tables. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 114-120ELECTRICAL FITTINGS . . . . . . . . . . 121-132 Electrical Fittings Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . .122 Electrical Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 122-124 Receptacles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 124-125 Fixture Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .125 Accessories and Connectors . . . . . . . . . . . . . . . . . . . . . . 125-126 Junction Boxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .126 In-Channel Joiners. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127 Swivel Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .127 Cable Entrance Tubing and Accessories . . . . . . . . . . . . . . 128-130 Electrical Fittings Technical Data . . . . . . . . . . . . . . . . . . . . 131-132CONCRETE INSERTS. . . . . . . . . . . . 133-140 Concrete Inserts Pictorial Index. . . . . . . . . . . . . . . . . . . . . . . . .134 Heavy-Duty Inserts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134-135 Standard-Duty Inserts . . . . . . . . . . . . . . . . . . . . . . . . . . . .136, 138 Light-Duty Inserts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .137 Spot Inserts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .138 Deck Inserts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .139 Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .139 Technical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .140 5. UNIPIER . . . . . . . . . . . . . . . . . . . . 141-160Unipier Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .142Sleeper Support. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .143, 144Strut Support . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .145, 146Conduit Supports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .147Gas and Mechanical Supports. . . . . . . . . . . . . . . . . . . . . . 148-150Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .151Pipe Hanger Bases, Polycarbonate and Steel. . . . . . . . . . . . . .152Fabricated Supports . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 153-156Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .157Pipe Diameters and Loading . . . . . . . . . . . . . . . . . . . . . . . . . . .158Technical Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .159 160112" FRAMING SYSTEM. . . . . . . . . 161-16611 2" Series Channel . . . . . . . . . . . . . . . . . . . . . . . . . . . . 162 - 16411 2" Series Channel Nuts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16511 2" Series Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .16611 4" FRAMING SYSTEM . . . . . . . . . 167-18011 4" Framing System Pictorial Index . . . . . . . . . . . . . . . . . . . . .168A1000 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 169-170A3300 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 171-172A4000 (19 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 173-174A5000 (14 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .175Channel Nuts and Closure Strips . . . . . . . . . . . . . . . . . . . 176-177Flat Plate Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .177FIBERGLASS SYSTEM. . . . . . . . . . . 193-208Ninety Degree Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . 177-178Fiberglass Pictorial Index. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .194Z Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .178 Heavy Duty Channel (Flange Profile) . . . . . . . . . . . . . . . . . . . .195Angle and Wing Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . .179Light Duty Channel (Flange Profile). . . . . . . . . . . . . . . . . . . . . .196U Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .179 Heavy Duty Channel (SST Profile) . . . . . . . . . . . . . . . . . . . . . .197Tubing Clips. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180Nuts & Hardware . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 198-200Brackets. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .180Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 201-202Pipe Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20313" FRAMING SYSTEM . . . . . . . . 181-192 16 Clevis Hangers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .20413 16" Framing System Pictorial Index . . . . . . . . . . . . . . . . . . . . .182Beam Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .205P6000 (19 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 183-184Power Rack Stanchions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .205P7000 (19 Gauge) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 185-186Chemical Compatibility . . . . . . . . . . . . . . . . . . . . . . . . . . . 206-207Channel Nuts and Closure Strips . . . . . . . . . . . . . . . . . . . . . . .187Specifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .208Flat Plate Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 187-188Ninety Degree Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .188 SPECIAL METALS . . . . . . . . . . . . . . 183-188Angular Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 189-190Special Metals Pictorial Index . . . . . . . . . . . . . . . . . . . . . . . . . .210Z Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .190 Stainless Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 211-212U Shape Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 190-191Aluminum. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 213-214Special Application Fittings . . . . . . . . . . . . . . . . . . . . . . . . . . . .191Beam Clamps . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .192PRIMEANGLE . . . . . . . . . . . . . . . . 189-194Tubing Clips. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .192PrimeAngle. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .216Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .217PrimeAngle Technical Data . . . . . . . . . . . . . . . . . . . . . . 118-220UNITED INTERLOCK GRATINGEase of Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .222Plank Grating . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 223 - 224Accessories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 225 - 227Heavy Duty Stair Treads . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .228Design and Testing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .229Plank Loads and Deflections . . . . . . . . . . . . . . . . . . . . . . 230 - 235Architectural Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . .236ROOFWALKS . . . . . . . . . . . . . . . . 237-238INDEX . . . . . . . . . . . . . . . . . . . . . . . 239-242 6. Unistrut Metal Framing The Original Strut SystemFeaturing The Unique Weldless ConnectionHex-head bolt connectstting to channel as itis threaded into springnut.Chamfer in the nuteases starting of thebolt. Nut teeth createa strong, vise-like gripwhen tightened againstthe inturned channeledges.Channel edges and thenuts tapered groovesact as guides to providefool-proof alignment ofconnection.Nut teeth grip thechannels inturnededges, tying thechannel sides togetherin a "box" congurationfor added strength.Spring allows precisionplacement anywherealong channel length,then holds the nut inposition while theconnection iscompleted.6Unistrut The Original Metal Framing 7. Unistrut Connection Strong, Fast, Economical and Adjustable Insert the spring nut anywhere along the continuous slotted 1channel. The rounded nut ends permit easy insertion. A 90 clockwise turn aligns2the grooves in the nut with the inturned edges of the channel. Fittings can be placed anywhere along the channel opening, permitting complete freedom of adjustment. The need for drilling holes is eliminated. 100% Adjustable Insert the bolt through the 100% Reusable3 tting and into the spring1 nut. (See illustration 5 forNo Welding end view showing the nut in place)No Drilling No Special ToolsAdditional channel sections can 4now be bolted to the ttingalready in place by followingprocedure described in steps 13. 5Tightening with a wrenchlocks the serrated teeth of the nut into the inturned edges of the channel, to complete a strong, vise-like connection.Unistrut The Original Metal Framing 7 8. Unistrut Service CentersServing DesignProfessionals forOver 85 YearsUnistrut products have beenhelping to build a better worldsince 1924. Used extensively innuclear, industrial and commer-cial construction markets forover 85 years, Unistrut MetalFraming has set the standardfor product design, quality andperformance.The initial Unistrut concept a simple spring nut and boltconnecting a tting to acontinuous slotted channel has evolved into a comprehen-sive engineered building andsupport system. Unistrut The Original There is only one Unistrut A North American networkMetal Framing SystemMetal Framing System. It of Unistrut Service Centers incorporates the innovative stocking standard Unistrutproduct improvements thatcomponents are locatedour research and development in principal cities to serve yougroup has created to give youquickly and directly. Manythe most complete and ex- Service Centers are equippedible support system available. to design and supply drawingsBacked by our worldwidefor any type of metal fram-network of engineering and ing application and also offerdistribution centers, Unistrut fabrication and installationprovides customers with total- services.resource capability. This catalog is a comprehensive presentation of Unistrut Metal Framing components plus technical data required by design, specication and construction professionals. 8 Unistrut The Original Metal Framing 9. Unistrut Framing SystemsTHE MOST COMPLETE METAL FRAMING SYSTEM FOUR CHANNEL-WIDTH OPTIONSAdjustability, demountability and reusability are engineered into each of the four Unistrut channel series.Each series offers channels of varying depth and gage plus a complete line of ttings and accessories.15 8 (41.3 mm) width 5 1 8" width Series ChannelDesigned to carry the heaviest 1 5 8"loads and provide the widestvariety of applications, the 15 8"series has become the accepted VARIOUSstandard for use in mechanical, HEIGHTSelectrical and general constructionAVAILABLEapplications where supports andattachments must meet the high-est strength requirements.11 2 (38.1 mm) width 11 2" width Series ChannelA framing system designed for 1 1 2"medium to heavy loads, the11 2" series offers hole spacingand ttings where all partsVARIOUS t together, no matter whereHEIGHTS AVAILABLEtheyre used, or at what angle.11 4 (31.8 mm) width 11 4" width Series ChannelA framing system designed for11 4"medium loads, the 11 4" series isespecially suitable for use in theOEM, commercial and display VARIOUS HEIGHTSmarkets. It maintains a light-AVAILABLE ness in scale and a clean line thatmakes it aesthetically pleasingas well as functional.13 13 (20.6 mm) width 1616" width Series ChannelA unique half-size reduction ofthe 15 8" channel-width series, this13 16" smaller channel size can be usedVARIOUS to carry light loads economicallyHEIGHTS in applications such as instrumen- AVAILABLEtation, retail displays and light-duty laboratory supports. It alsoprovides the exibility found inall Unistrut framing systems.Unistrut The Original Metal Framing9 10. Quality Assurance and TraceabilityPRODUCT LOAD TESTINGProduct testing is an importantDestructive and non-destructive given in this catalog, and/orpart of Unistruts Quality Assur-testing procedures are used to test design procedures of theance Program. We utilize our for variables such as corrosion,American Iron & Steel Instituteown testing facilities, as well as conductivity, electro-static dissipa- Specication For The Design Ofthose of independent testing tion, ultra-violet resistance, wind Cold-Formed Steel Structural Mem-laboratories, to determine designresistance, dimensional accuracy, bers, 2007 Edition, it is possible toloads with proper and adequate material integrity and slip resis-design any type of structure withinsafety factors. These design loads tance.the capabilitiesare indicated, where applicable, In short, if theres a specication of the system.throughout the catalog. Loads areto meet, Unistrut will develop aAssemblies or connections thatbased on AISI Specication For test to quantify and verify it. Us- cannot be calculated usingThe Design Of Cold-Formed Steeling design properties of the Unis-provisions of the AISI specicationsStructural Members, 2007 Edition.trut framing members, load data must be established by application-specic tests.QUALITY PROGRAMUnistrut is committed to beingoperating procedures and quality Our drive to be the best includesthe best in the metal framing systems to nd ways of improving not just quality products, butindustry. In order to meet this efciency, productivity and qual-on-time delivery and promptgoal, Unistrut has adopted theity. It means establishing process resolution of customer needs andphilosophy of Zero Defects and controls and problem-preventionconcerns. At Unistrut, quality isContinuous Improvement. This techniques to ensure that superior number one.means on-going reviews of our quality is built into every Unistrutmanufacturing processes,product.TRACEABILITY Unistrut channel is stamped with a numeric code that allows traceabilityto the origin of the steel 10Unistrut The Original Metal Framing 11. Materials and FinishesMATERIALFraming Members Nuts and Bolts FittingsUnistrut channels and continuousUnistrut nuts are made fromUnistrut ttings, unless noted oth-inserts are accurately and care-steel bars. After all machiningerwise, are punch-press made fromfully cold-formed to size fromoperations are complete, they arehot rolled, pickled and oiled steellow carbon strip steel. One sidethoroughly case hardened. Nuts plates, strip or coil, and conform toof the channel has a continuous are rectangular with ends shaped ASTM specications A575, A576,slot with inturned edges. Secureto permit a quarter turn clockwise A635 or A36. The tting steel alsoattachments may be made to thein the framing member after inser- meets theframing member with the use oftion through the slotted open- physical requirement of ASTMhardened, toothed, slotted nuts ing in the channel. Two toothedA1011 SS GR 33. The picklingwhich engage the inturned edges.grooves in the top of the nutof the steel produces a smoothengage the inturned edges of the surface free from scale.Raw steel shall conform to thechannel and, after bolting opera-following ASTM specications: tions are completed, will preventany movement of the bolt and nutwithin the framingmember. All bolts and nuts haveGAGEFINISHASTM NO.Unied coarse screw threads. GR & HG A1011 SS GR 33 The standard framing nut is 1 2" 12 and conforms to ASTM Specica- PG A653 GR 33tion A1011 SS GR 33 (material GR & HG A1011 SS GR 33 only). Screws conform to 14 PG A653 GR 33SAE J429 GR 2. GR & HG A1011 SS GR 33 16 PG A653 GR 33 19GRA1008WEIGHTS AND DIMENSIONSWeights given for all materials areapproximate shipping weights.All dimensions are subject tocommercial tolerance within pub-lished specications.WE RESERVE THE RIGHT TO MAKE SPECIFICATION CHANGESWITHOUT NOTICE.WHILE EVERY EFFORT HAS BEEN MADE TO ASSURE THE ACCURACYOF INFORMATION CONTAINED IN THIS CATALOG AT THE TIME OFPUBLICATION, WE CANNOT ACCEPT RESPONSIBILITY FORINACCURACIES RESULTING FROM UNDETECTED ERRORS OR OMISSIONS.THE BLUE COLOR USED ON UNISTRUT COMPONENTS ILLUSTRATEDIN THIS CATALOG IS FOR GRAPHIC ENHANCEMENT ONLY, AND DOESNOT REPRESENT ACTUAL PRODUCT COLOR. Unistrut The Original Metal Framing 11 12. Finishes Perma-Green IIIThe performance of Unistruts Perma-Green III Just as important, Perma-Green III is the result offar exceeds that of conventional nishes. And an environmentally neutral process that virtuallycompared to competitive high-performance coatings,eliminates the toxic metals commonly found inPerma-Green III provides superior resistance to chalk-competitive paint-based nishes.ing, checking and fading and is far less vulnerable tocommon acidic atmospheres, solvents and alkalis. First stage hot Second stageChannel is rinsed Conditioning Channel is Channel is rinsed Sealer is applied. First stage alkaline cleaning hot alkalinewith clean waterrinse. phosphated toto removedeionizer water of channel. cleaning of to removeproduce aexcess rinse to remove channel.cleaning phosphatephosphateexcess sealer. solution.coating. solution. Second stageFinal deionizer Electro-deposition Post rinse spray. Post rinse dip Post rinse spray. Virgin deionized The oven cure deionized water water rinse.tank applies the tray.water halo rinse.process dries the rinse to prepareepoxy Perma- channel and cross channel for Green III to all links the epoxy E-Coating.surfaces.thermoset resins at375 F. PERMA-GREEN III (GR) TECHNICAL DATAE-Coat STEEL SUBSTRATE PREPARATION PERFORMANCESealerPhosphateTen stage continuous cleaning,Salt Spray:phosphate process. Scribed: exceeds 400 hours per Substrate after prep: sealedASTM B117. (1 8" creep)phosphate conversion coating.Unscribed: exceeds 600 hours per ASTM B117. (6% red rust) COATING Chalk: Nominal at 1,000 hours per Thermoset epoxy weatherometer G-23 test. Color:Checking: Prepared Federal Highway GreenNone at 1,000 hours per SteelColor Tolerance Chartweatherometer G-23 test.PR Color No. 4 Fade: Hardness: 2H. Less than 50% compared to Coating Process:standard epoxy E.C. coatings.Cathodic Electrodeposition. ENVIRONMENTAL ISSUES Formulated as a heavy metal-freecoating (trace elements only). Outgassing in service: essentially noneat 350F for 24 hours.12Unistrut The Original Metal Framing 13. FinishesPLAIN (PL) Electroplated Zinc (EG)Zinc CoatingPlain nish designation means that ASTM B633, Type III SC1 or SC3 Unistrut products are available in fourthe channel retains the oiled surfaceIn the electroplating process, the types of zinc coatings:applied to the raw steel during thepart to be zinc coated is immersedrolling process.The ttings have the in a solution of zinc ions. An electricoriginal oiled surface of the bar-stockcurrent causes the zinc to bematerial.deposited on the part.Pregalvanized Zinc (PG)ASTM A653and is recommended for dry indoorBarrier: The zinc coating protects use. SC1 is the standard nish thick-Pregalvanized steel is zinc coated bythe steel substrate from direct ness.a hot dip process. Steel strip from acontact with the environment.coil is fed through a continuous zinc0.5 mill and is the standard nish Sacricial: The zinc coating willcoater which cleans, uxes and coats thickness only on UL Listed raceway protect scratches, cut edges, etc.the steel with molten zinc. After cool-products. through an anodic sacricialing, the steel is recoiled.process.The pregalvanized zinc coating Perma-Gold (ZD)The service life of zinc coating isconforms to a G-90 thickness ASTM B633, Type II SC3 directly related to the zinc coatingdesignation per ASTM A653. Similar to the EG process except in athickness as shown below.The zinc thickness is .75 MIL or yellow color.Comparison of Zinc Finishes.45 oz./sq. ft. of surface area. Zinc Finish ThicknessThis coating is offered on Unistrut0.5 mill and is the standard nish 2.6 MILchannel and tubing and is a well-prov- thickness only on UL Listed racewayPre-galvanized0.75 MILen, time-tested performer for indoor products.and outdoor applications. For severeElectro-Galvanized (SC1)0.2 MILcorrosion applications, hot dip galva-Electro-Galvanized (SC3)0.5 MILnizing, as described below, is a good Perma-Gold (SC3)0.5 MILalternative.As shown in the graph, when the zinccoating is double, the service life isHOT DIP GALVANIZED (HG)double under most conditions.ASTM A123 OR A153In hot dip galvanizing, the nishedpart is immersed in a bath of moltenLife of Protection vs. Thickness of Zinczinc. This method results in complete and Type of Atmospherezinc coverage and a thicker coating* Service Life is defined as the time to 5% rusting of the steel surfacethan pregalvanized or plated zinc.80 11213243 5465 75 86 97 108 118 129The zinc coating is typically 2.6 MIL or1.5 oz./sq. ft. of surface area.70LRARUThis is the coating of choice for 60 Service Life, Years*applications where severe corrosion isINE ARL M RINEa design factor.50ICA MAOPTR RATE P ESPECIAL COATING 40 TEMRBANL S UBU STRIAWhen specic applications require UINDELYother than standard available nishes,30DERATMOspecial nishes can be supplied per IAL20 USTRY INDcustomer requirements.HEAV10 Oz. of Zinc/Sq. Ft. of Surface .25.50.75 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 3.00 Thickness of Zinc in Mils 0.40.81.3 1.72.1 2.63.03.43.84.24.75.1 Unistrut The Original Metal Framing13 14. Design FundamentalsBEAMSBeams are structural members loaded SUPPORT CONDITIONS - The stiffness of the beams cross-sectionalat right angles (perpendicular) to theirCONTINUOUS BEAMshape is measured by its Moment Oflength. Most beams are horizontal andInertia or "I". The larger a beams "I", thesubjected to gravity or vertical loads,stiffer it is and the less it will deect. Ae.g. a shelf support. However a vertical beams "I" can change for each major axis.member can act as a beam under certain The "I" of both major axes (I 1-1 and I 2-2)conditions, such as a curtain wall mullion are provided.subjected to wind loading.The bending The stiffness of a beams material is mea-moment developed in a beam is depen-Any simple beam that is supported at one sured by its Modulus of Elasticity or "E".dent on:or more intermediate points is a continu-The larger a materials "E", the stiffer it isous beam. A mezzanine joist that passesand the less it deects. For example, steel(a) The amount of load applied,over three or more columns is an example is about three times stiffer than aluminum(b) The type of loading applied, andof a continuous beam.and as a result, deects only one-third(c) The support conditionsSUPPORT CONDITIONS - strength. Two materials may have identicalFIXED-END BEAM strengths yet still have different "Es". A high-strength aluminum may be as strong as steel and still deect three times as much. The load charts and tables give calculatedBEAM LOADING - POINT LOADdeections for the loads shown. In many cases, a nal design will be determined byA load concentrated onto a very smallthe maximum deection, not the maxi-length of the beam is a point load. Supports that prevent the beam frommum load.rotating into a natural deected curveBEAM LOADING - UNIFORM LOAD produce a xed-end beam. A welded endBENDING MOMENTconnection to very rigid support producesIs it strong enough? This is the nala xed-end beam. consideration for any beam. A beam must not only hold up the anticipated loads, butSUPPORT CONDITIONS - must also have sufcient additional capac-CANTILEVER BEAMity to safely hold unforeseen variations in applied loads and material strengths.A load spread evenly over a relatively longThis additional capacity is called a safetylength of the beam is a uniform load.factor and is usually regulated by thePoint and uniform loads can be placed on various design codes and standards. Aa beam in any combination. A series of beams strength is usually measured by anpoint loads can approximate a uniformallowable bending moment or an allow-loading. The load charts and tables are A cantilever beam is a xed-end beam thatable stress. The traditional approach is thebased on a uniform load unless identiedis supported at one end only, while theallowable stress method, where a beam isotherwise.other end is unsupported. Unistrut brack-determined to have a maximum allowableets are examples of cantilever beams.stress (in pounds per square inch) which is not to be exceeded.DEFLECTION The approach of the current AISI Speci- Steel Structural Members is to use a maximum allowable bending moment (in inch-pounds) which is not to be exceeded.SUPPORT CONDITIONS - SIMPLE BEAM Bending moment divided by a beams section modulus or "S" equals stress.A simple beam has supports that prevent All beams deect under load. The amountmovement left and right, or up and down,of deection is dependent onbut do not restrain the beam from rotating (a) the amount of load,at the supports into a natural deected (b) the support conditions,curve. Most Unistrut Metal Framing con- (c) the stiffness of the beamsnections produce simple beams. The load cross-sectional shape, andcharts and tables are based on simple (d) the stiffness of the beam material.beams unless identied otherwise. 14Unistrut The Original Metal Framing 15. Design FundamentalCOLUMNSColumns are structural members thatSUPPORT CONDITIONS - CROSS-SECTIONAL SHAPEare loaded parallel to their length. MostFIXED TOP FIXED BOTTOM The cross-sectional shape of a columncolumns are vertical and are used to carry Both ends aremember determines the value of its Ra-loads from a higher level to a lower level. restrained against dius of Gyration or "r". In general, a mem-However any member subjected to com- rotation and lateral ber with a large "r" makes a better columnpression loads, such as a diagonal or prop movement than a member with a small "r". Each axisbrace, is a column. (translation). of a column has a different "r". TypicallyA column fails by buckling, which is athe axis with the smallest "r" K = 0.65sudden loss of straightness and subse-determines the nal design.quent collapse. Allowable column load isdependent on: BOLT TORQUE (a) the length of column,Bolt torque values are given to ensure the (b) the type of loading, proper connection between Unistrut Metal (c) the support conditions, andFraming components. It is important to (d) the columns cross-sectional shapeSUPPORT CONDITIONS - understand that there is a direct, but not and material. PINNED TOP FIXED BOTTOMnecessarily consistent, relationship be-tween bolt torque and tension in the bolt.COLUMN LENGTHThe top is restrainedToo much tension in the bolt can cause against lateral move-it to break or crush the component parts.The column length is measured from ment (translation) but isToo little tension in the bolt can preventbraced point to braced point. A braced allowed to rotate. The the connection from developing its fullpoint is where the column is restrained bottom is restrained load capacity. The torque values givenfrom lateral movement (translation) in all against rotation and have been developed over many years ofdirections. lateral movement. K = 0.80 experience and testing.COLUMN LOADING This is a common sup-Bolt TorqueCONCENTRIC LOADING port condition and is1 53153 used to construct the BOLT " 416" 8" 2" 8" 4"Loads applied to the center of gravity ofSIZE -20 -18-16-13-11-10the column cross-section are consideredallowable column load applied at the Slot FaceRec.Torque611 19 50 100 125concentric. A beam that passes overFt/Lbs (8)(15) (26) (68) (136) (170)and rests on the top of a column is an tables.example of concentric loading. Max Torque715 25 70 125 135 Ft/Lbs (9)(20) (34) (95) (170) (183)COLUMN LOADING SUPPORT CONDITIONS -ECCENTRIC LOADINGPINNED TOP PINNED BOTTOMThese are based on using a properlyAny load which is not concentric is ec- calibrated torque wrench with a clean drycentric. The amount of eccentricity (inBoth ends are(non-lubricated) Unistrut tting, bolt andinches) has a major effect on the load-car-restrained against nut. A lubricated bolt or nut can causerying capacity of any particular column. lateral movement extremely high tension in the connectionA load that is transmitted to a Unistrut (translation) but, areK = 1.0and may lead to bolt failure. It must beMetal Framing column using a standardallowed to rotate. noted that the accuracy of commercialtting bolted to the slot face is consideredtorque wrenches varies widely and it is theeccentric.responsibility of the installer to ensure thatThe load tables give allowable loads forproper bolt torque has been achieved.both concentric (loaded at C.G.) and cer-tain eccentric (loaded at slot face) load-ing. Allowable loads for other eccentric SUPPORT CONDITIONS -loading must be determined by a qualied FIXED / FREE TOP FIXED BOTTOMdesign professional. The top is restrainedSUPPORT CONDITIONS against rotation but is allowed to move laterally.Based on the support conditions, an ap-The bottom is restrainedpropriate "K" value is selected.This K against rotation andvalue, which mathematically describeslateralthe column end conditions, is used in themovement (translation). K = 1.2column design equations. The most com-mon support condition combinations areas follows:Unistrut The Original Metal Framing 15 16. Conversion FactorsUNIT CONVERSIONSEnglish To MetricMetric to EnglishTo Convert From To Multiply ByTo Convert FromToMultiply By LengthLength Inch [in]Millimeter [mm] 25.400 000 Millimeter [mm] Inch [in] 0.039 370 Foot [ft]Meter [m]0.304 800 Meter [m] Foot [ft] 3.280 840 Yard [yd]Meter [m]0.914 400 Meter [m] Yard [yd] 1.093 613 Mile [mi] (U.S. Statute) Kilometer [km] 1.609 347 Kilometer [km]Mile [mi] (U.S. Statute)0.621 370 AreaArea Square Inch [in2]Square Millimeter [mm2] 645.16 Square Millimeter [mm2] Square Inch [in2] 0.001550 Square Foot [ft2]Square Meter [m2]0.092 903 Square Meter [m2] Square Foot [ft2]10.763 915 Square Yard [yd2]Sqare Meter [m2] 0.836 127 Sqare Meter [m2]Square Yard [yd2]1.195 991 Square Mile [mi2] (U.S. Statute) Square Kilometer [km2] 2.589 998 Square Kilometer [km2]Square Mile [mi2](U.S. Statute)0.386 101 Acre Square Meter [m2] 4046.873 Square Meter [m2] Acre 0.000 247 Acre Hectare0.404 687 Hectare Acre 2.471 046 VolumeVolume Cubic Inch [in3] Cubic Millimeter [mm3]16387.06 Cubic Millimeter [mm3]Cubic Inch [in3]0.000061 Cubic Foot [ft3] Cubic Meter [m3] 0.028 317 Cubic Meter [m3]Cubic Foot [ft3] 35.314 662 Cubic Yard [yd3] Cubic Meter [m3] 0.764 555 Cubic Meter [m3]Cubic Yard [yd3]1.307 950 Gallon [gal] (U.S. Liquid) Litre [l]3.785 412 Litre [l] Gallon [gal] (U.S. Liquid)0.264 172 Quart [qt] (U.S. Liquid) Litre [l]0.946 353 Litre [l] Quart [qt] (U.S. Liquid)1.056 688 MassMass Ounce (Avoirdupois) [oz] Gram [g]28.349 520 Gram [g]Ounce (Avoirdupois) [oz] 0.035 274 Pound (Avoirdupois) [lb] Kilogram [kg]0.453 592 Kilogram [kg] Pound (Avoirdupois) [lb] 2.204 624 Short TonKilogram [kg]907.185 Kilogram [kg] Short Ton0.00110 Force Force Ounce-ForceNewton [N] 0.278 014 Newton [N]Ounce-Force 3.596 941 Pound-Force [lbf]Newton [N] 4.448 222 Newton [N]Pound-Force [lbf] 0.224 809 Bending MomentBending Moment Pound-Force-Inch [lbf-in] Netwon-Meter [N-m]0.112 985 Netwon-Meter [N-m] Pound-Force-Inch [lbf-in]8.850 732 Pound-Force-Foot [lbf-ft] Newton-Meter [N-m]1.355 818 Newton-Meter [N-m] Pound-Force-Foot [lbf-ft]0.737 562 Pressure, StressPressure, Stress Pound-Force perKilopascal [kPa] 6.894 757 Kilopascal [kPa]Pound-Force per 0.145 038 Square Inch [lbf/in2] Square Inch [lbf/in2] Foot of Water (39.2 F) Kilopascal [kPa] 2.988 980 Kilopascal [kPa]Foot of Water (39.2 F)0.334 562 Inch of Mercury (32 F) Kilopascal [kPa] 3.386 380 Kilopascal [kPa]Inch of Mercury (32 F)0.295 301 Energy, Work, HeatEnergy, Work, Heat Foot-Pound-Force [ft-lbf]Joule [J]1.355 818 Joule [J]Foot-Pound-Force [ft-lbf]0.737 562 British Thermal Unit [Btu] Joule [J] 1055.056 Joule [J]British Thermal Unit [Btu]0.000948 Calorie [cal]Joule [J]4.186 800 Joule [J]Calorie [cal]0.238 846 Kilowatt Hour [kW-h] Joule [J]3,600,000 Joule [J]Kilowatt Hour [kW-h] 2.78-7 Power Power Foot-Pound-ForceWatt [W]1.355 818 Watt [W] Foot-Pound-Force 0.737 562 /Second [ft-lbs/s]/Second [ft-lbs/s] British Thermal UnitWatt [W]0.293 071 Watt [W] British Thermal Unit 3.412 142 /Hour [Btu/h] /Hour [Btu/h] Horsepower [hp] (550 Ft. Lbf/s) Kilowatt [kW] 0.745 700 Kilowatt [kW]Horsepower (550 Ft. Lbf/s) [hp]1.341 022 Angle Angle Degree Radian [rad] 0.017 453 Radian [rad]Degree 57.295 788 Temperature Temperature Degree Fahrenheit [F] Degree Celsius [C] (F -32)/1.8 Degree Celsius [C] Degree Fahrenheit [F] 1.8xC+32 16 Unistrut The Original Metal Framing 17. Reference Tables and DataBEAM SUPPORT CONDITIONS Cantilever BeamsPP ab V max. = PV max. = WV max. = PLLWL L M max. = PL M max. =M max. = Pb 2 PL3 3 2max. =max. = WL max. = Pb (3L-b) 3EI V8EIV 6EIV M M M Simple BeamsPP Lab 2 P WR=R=R1= Pb 2 2 LLP L W LPaR R V max. =RRV max. = R1R2 R2= 2 2 L PL WLV M max. = VM max. = VV max. = Pa48L max. = PL3max. = 5WL3M max. = Pab48EI384EI LPab(a+2b) 3a(a+2b)M MM max. = 27EIL Beams Fixed At One End & Supported At The OtherPP L 22ab R1= Pb3 (a+2L)5P 3W 2LR1=R1=168L 11P L5WLR1V max. = V max. = Pa2 2 16 R18R1 R2 R2= 3 (3L -a )2L V 3PLVWLM max. = M max. =V16 3L 8 M at point of load = R1a 8max. at x = 0.447Lmax. at x = 0.4215LM at fixed end = Pab (a+L) MPL3 M max. = WL3M2L3max. = 0.0093173L 185EI EI4Beams Fixed At Both EndsP PLab22 P WR1= Pb (3a+b)V max. =V max. = L3 2 2LPLLWLL 2M max. =M max. =R2= Pa (a+3b)812R1 R2L33 3 V max. = PL V max. = WL V 192EI 384EI 2M1 = PabL22M2 = Pa2 bL M MM1 M2R Reaction W Total Uniform Load DeflectionM Moment V ShearE Modulus of ElasticityP Concentrated LoadL Length I Moment of Inertia Unistrut The Original Metal Framing 17 18. Reference Tables and DataCONVERSION FACTORS FOR BEAMS WITH VARIOUS STATIC LOADING CONDITIONSAll Beam Load tables are for single-span (simple) beams supported at the ends.These can be used in the majority of thecases. However, there are times when it is necessary to know what happens with other loading and support conditions.Some common arrangements are shown below. Simply multiply the values from the Beam Load tables byfactors given belowLoad and Support LoadDeection ConditionFactorFactor1. Simple Beam, Uniform Load1.001.00SPAN2. Simple Beam, Concentrated Load at Center .50.803. Simple Beam, Two Equal Concentrated Loadcs at 1/4 pts1.001.104. Beam Fixed at Both Ends, Uniform Load1.50 .305. Beam Fixed at Both Ends, Concentrated Load at Center 1.00 .406. Cantilever Beam, Uniform Load.25 2.407. Cantilever Beam, Concentrated Load at End.12 3.208. Continuous Beam, Two Equal Spans, Uniform Load on One Span1.30 .92SPANSPAN9. Continuous Beam, Two Equal Spans, Uniform Load on Both Ends 1.00 .4210. Continuous Beam, Two Equal Spans,Concentrated Load at Center of One Span.62.7111. Continuous Beam, Two Equal Spans,Concentrated Load at Center of Each Span .67.48EXAMPLE I: EXAMPLE IIDetermine load and deection of aDetermine load and deection of a P 5500 3 - 0"P 1000 beam continuous over one 5 - 0" 5 - 0"cantilever beam with a concentrated load onsupport and loaded uniformly on one span.the end.SOLUTION:SOLUTION:A. From load table for P1000 on page 25 load for a 5-0" span is A. From load table P5500 on page 52 load for a 3-0" span is 680# and deection is .35".2180# and deection is .09".B. Multiply by factors from Table above. B. Multiply by factors from Table above. Load = 680# x 1.30 = 884#Load = 2180# x .12 = 262# Deection = .35" x .92 = .32"Deection = .09" x 3.20 = .29" 18Unistrut The Original Metal Framing 19. Guide SpecificationPART I - GENERAL1.01 SCOPE OF WORK 1.04 PRODUCT DELIVERY,STORAGE, AND HANDLINGA. Provide all Unistrut Metal Framingprocess prior to roll forming. material, ttings and related A. All material is to be delivered tothe work site in original factoryThe zinc weight shall be G90 accessories (Strut System) as conforming to ASTM A 653.packaging to avoid damage to the B. Provide all labor, supervision, nish.engineering, and fabrication requiredB. Upon delivery to the work site,all components shall be protected -for installation of the Strut System ining operations are complete. -from the elements by a shelter orother covering.Coating shall conform toings and as specied herein. ASTM A 123 or A 153. C. Related work specied elsewhere. 1.05 GUARANTEE1.02 QUALITY ASSURANCE A. Separate guarantees shall be issued5. SPECIAL COATING / MATERIALA. Manufacturers qualications:from the erector and manufacturer,1. The manufacturer shall not valid for a period of 1 year, against PART 3 - EXECUTION have had less than 10 years any defects that may arise from the experience in manufacturinginstallation or manufacture of the3.01 EXAMINATION Strut Systems. Strut System components.A. The installer shall inspect the work2. The manufacturer must certify area prior to installation. If workPART 2 - PRODUCTS in writing all components area conditions are unsatisfactory, supplied have been produced in 2.01 ACCEPTABLE MANUFACTURERSinstallation shall not proceed until accordance with an establishedsatisfactory corrections areA. All Strut System components shall quality assurance program.completed. be as manufactured by UNISTRUTB. Installers qualications: CORPORATION or approved equal3.02 INSTALLATION1. Installer must be a Unistrut as determined by the Architect or trained manufacturers autho-A. Installation shall be accomplished by Engineer of record in writing 10 rized representative/installera fully trained manufacturer autho- days prior to bid date. with not less than 5 yearsrized installer. experience in the installation 2.02 MATERIALSB. Set Strut System components into of Strut Systems of this size and nal position true to line, level andA. All channel members shall be conformation. plumb, in accordance with approved fabricated from structural grade steel2. All Strut System components shop drawings. conforming to one of the following must be supplied by a single C. Anchor material rmly in place. ASTM specications: manufacturer. Tighten all connections to their A 1011 SS GR 33, A 653 GR 33.C. Standards:recommended torques.B. All ttings shall be fabricated from1. Work shall meet the require- steel conforming to one of the fol-3.03 CLEANUP ments of the following lowing ASTM specications: standards:A 575, A 576, A 36 or A 635. A. Upon completion of this section of a. Federal, State and Local codes. C. Substitutions work, remove all protective wraps b. American Iron and SteelAny substitutions of product or and debris. Repair any damage due to Institute (AISI) Specication manufacturer must be approved ininstallation of this section of work. writing ten days prior to bid date, by 3.04 PROTECTION Formed Steel Structural Architect or Engineer of record. Members 2007 Edition.- c. American Society for Testing2.03 FINISHES sponsibility of the installer to protect And Materials (ASTM).A. Strut System components shall be this work from damage. nished in accordance with one of B. Upon completion of this scope1.03 SUBMITTALS of work, it shall become the respon- the following standards:A. Structural Calculations and Shop sibility of the general contractor 1. PERMA-GREEN III (GR) to protect this work from damage1. Submit structural calculationsRust inhibiting epoxy enamel during the remainder of construction for approval by the project engi- paint applied by electro-on the project and until substantial neer. Calculations may include, deposition, after cleaning and completion. but are not limited to: phosphating, and thoroughly baked. Color is per Federal b. Stress and deection analysis. Highway Green, Color Tolerance c. Selection of Unistrut framingChart PR Color No. 4. Finish to members, ttings, and withstand minimum 400 hours accessories.salt spray when tested in accor-2. Submit all shop/assembly draw-dance with ASTM B117. ings necessary to completely install the Strut System in compliance with the ContractElectrolytically zinc coated per ASTM B 633 Type III SC 13. Submit all pertinent manufacturers published data. Unistrut The Original Metal Framing19 20. New ProductsUNIPIER ROOFTOP PIPE SUPPORT SYSTEMSee Unipier Section, Page 141 20Unistrut The Original Metal Framing 21. 158" CHANNEL Channel Selection Chart ...................................................................22 P1000 (12 Gauge) ..............................................................................23 P1100 (14 Gauge) .........................................................................24-29 P2000 (16 Gauge) ..............................................................................32 P3000 (12 Gauge) .........................................................................33-35 P3300 (12 Gauge) .........................................................................36-38 P4000 (16 Gauge) .........................................................................42-44 P4100 (14 Gauge) .........................................................................45-47 P5000 (12 Gauge) .........................................................................48-50 P5500 (12 Gauge) .........................................................................51-53 Closure Strips ....................................................................................54 End Caps and Frame Caps ................................................................55 Lateral Bracing Load Reduction Chart & Bearing Loads.................56MATERIAL DIMENSIONSUnistrut channels are accurately and carefully cold formed-to size from low-carbon strip steel. sions are shown in millimeters and rounded to one decimalAll spot-welded combination members, except P1001T,place.are welded 3" (76 mm) maximum on center. STANDARD LENGTHS Standard lengths are 10 feet (3.05m) and 20 feet (6.10m).STEEL: PLAIN Tolerances are 18" (3 mm). Special lengths are available 12 Ga. (2.7 mm), 14 Ga.(1.9 mm) and for a small cutting charge with a tolerance of 18" (3 mm). 16 Ga. (1.5 mm) ASTM A1011 SS GR 33. CURVED CHANNELSTEEL: PRE-GALVANIZEDContact your local Unistrut Service Center or Unistrut 12 Ga. (2.7 mm), 14 Ga. (1.9 mm) andCorporation for more information. 16 Ga. (1.5mm) ASTM A653 GR 33.For other materials, see Special Metals or FiberglassLOAD DATAsections.All beam and column load data pertains to carbon steel -FINISHESAll channels are available in: - 33 ksi steel cold formed to 42 ksi. ASTM A653 G90. ASTM A123. Type Safety FactorSafety Factor of Load to Yield Strengthto Ultimate StrengthBeam Loads 1.672.0Column Load1.802.221 22. Channel Pictorial IndexP1000 Series (12 ga.)1 5 8" ChannelTelestrut P1000P1001 P1001AP1001BP1001CP1001 3P1001 A3P1001 B3P1004AP1001 C3 P1001 D3 P1001 C41 P1003 Pg 24 Pg 24 Pg 27 Pg 27 Pg 27 Pg 27Pg 27 Pg 27 Pg 27 Pg 27Pg 27 Pg 27 Pg 27P1001T Pg 27P1100 Series (14 ga.) P2000 Series (16 ga.) P3000 Series (12 ga.)P3300 Series (12 ga.)Nuts & HardwareP1100P1101 P1101AP1101B P1101CP2000 P2001P2001AP2001B P2001CP3000P3001P3300 P3301Pg 30Pg 30Pg 30 Pg 30Pg 30Pg 33 Pg 33 Pg 33 Pg 33Pg 33Pg 36Pg 36Pg 39 Pg 39 P4100 Series (14 ga.)P4000 Series (16 ga.)P5000 Series (12 ga.) P5500 Series (12 ga.) P9000 Series (12 ga.) Telestrut ChannelGeneral Fittings P5501 P9200P9000P4100 P4101 P4000P4001P4003P4004 Pg 51 Pg 59Pg 59 P5001 P5500Pg 45 Pg 45 Pg 42Pg 42Pg 42Pg 42P5000Pipe/Conduit Supports Pg 48 Pg 51Pg 48End Caps and Frame Caps 158" Channel Closure StripsP1184 P1184PP3184 P3184PP3184FP3712PP2860 Series P2859P1280 P1280 A, P2280 AP1180, P2280 P2407Pg 54Pg 54Pg 54Pg 54 Pg 54 Pg 54 Pg 55 Pg 55Pg 55Pg 55 P4280, P5280, P5580P3280, P3380Pg 55Pg 55Electrical FittingsAlternate Framing SystemsA1000 Series (14 gauge) 114" Channel A3300 Series (14 gauge)A4000 Series (19 gauge) A5000 Series (14 gauge)114" Channel114" Channel 114" ChannelA5000Pg 175A4000 A4001A3300 A3301Pg 173Pg 173 A1001A Pg 171Pg 171Concrete Inserts A1000A1001 A1001B A1001C Pg 169 Pg 169 Pg 170 Pg 170 Pg 170P6000 Series (19 gauge) 1316" Channel P7000 Series (19 gauge) 1316" ChannelUnipier P6000 P6001 P6001A P6001B P6001CP7000P7001 Pg 183Pg 183Pg 184 Pg 184 Pg 184Pg 185 Pg 185 22158" Framing System 23. Channel SelectionCHANNEL SELECTION CHART1 5 8" ChannelChannel DimensionsMaterial & Thickness Hole Pattern StylesTelestrut StainlessWidth HeightSteelSteel Alum. HSTKOSL DS H3ChannelIn (mm) In (mm)gaugegauge In (mm)Steel OnlyNuts & Hardware P100015 8 (41.3) 15 8 (41.3) 12 ga12 ga0.109 (2.8) P11001 8 (41.3)51 8 (41.3)514 ga14 ga P20001 (41.3)581 (41.3)5816 ga P300015 8 (41.3) 13 8 (34.9) 12 ga P330015 8 (41.3)7 8 (22.2) 12 ga12 ga P40001 (41.3)5813 16 (20.6)16 ga16 ga0.078 (2.0) General Fittings P41001 8 (41.3)5 13 16 (20.6)14 ga P50001 (41.3)583 (82.6)1412 ga12 ga P550015 8 (41.3)27 16 (61.9) 12 ga 0.109 (2.8) CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTHPipe/Conduit SupportsArea WeightI s Allow. MomentArea WeightI sAllow. Moment ChannelIn2 (cm2)lbs/ft (kg/m)In4 (cm4) In3(cm3)In-lbsChannel In2 (cm2) lbs/ft (kg/m) In4 (cm4)In3(cm3)In-lbs1.7936.10 6.2271.916 48,180 0.418 1.420.145 0.1624,060P5001P110011.57 9.1 259.2 31.45,4402.692.1 6.02.6 4601.9656.68 4.068 1.66941,980 0.500 1.700.120 0.1533,850P1004AP300012.68 9.9 169.327.4 4,7403.232.5 5.02.5 4301.4524.94 2.805 1.15128,940 0.579 1.970.117 0.1433,610P5501 P4101 9.37 7.3 116.818.9 3,2703.742.9 4.92.4 4102.2217.55 1.856 1.14228,720 0.342 1.160.125 0.1403,520P1001C41P200014.33 11.2 77.218.7 3,2502.211.7 5.22.3 4000.8973.05 1.098 0.62715,770 0.478 1.660.104 0.1283,210P5000 P4001 5.784.5 45.710.3 1,7803.142.5 4.32.1 360Electrical Fittings1.1113.78 0.928 0.57114,360 0.459 1.560.077 0.1032,590P1001 A3301 7.165.6 38.6 9.4 1,6202.962.3 3.21.7 2900.8352.84 0.733 0.45111,340 0.305 1.040.061 0.0862,170P1101 A1000 5.394.2 30.5 7.4 1,2801.961.5 2.51.4 2501.0003.40 0.591 0.43010,810 0.395 1.340.037 0.0721,800P3001 P3300 6.455.1 24.6 7.0 1,2202.552.0 1.51.2 2000.7262.47 0.522 0.390 9,820 0.264 0.900.037 0.0581,470P5500 A4001 4.683.7 21.7 6.4 1,1101.701.3 1.51.0 1700.6842.32 0.618 0.381 9,570 0.213 0.730.045 0.0551,400P2001 P6001 4.413.5 25.7 6.2 1,0801.381.1 1.90.9 160 Concrete Inserts0.4892.23 0.279 0.297 7,480 0.290 0.980.026 0.0541,360P9200 P4100 3.163.3 11.6 4.9850 1.871.5 1.10.9 1500.4921.67 0.358 0.265 6,670 0.244 0.830.023 0.0491,230A5000 P4000 3.172.5 14.9 4.3750 1.571.2 0.90.8 1400.6092.07 0.302 0.242 6,070 0.230 0.780.017 0.038 950A1001 A3300 3.933.1 12.6 4.0690 1.481.2 0.70.6 1100.3871.88 0.166 0.205 5,150 0.132 0.450.008 0.022 560P9000 A4000 2.502.86.9 3.4580 0.850.7 0.30.460Unipier0.5551.89 0.185 0.202 5,070 0.107 0.360.009 0.020 510P1000 P6000 3.582.87.7 3.3570 0.690.5 0.40.3600.7902.69 0.176 0.201 5,060 0.148 0.500.007 0.018 460P3301 P7001 5.104.07.3 3.3570 0.960.8 0.30.350Combinations not shown in catalog are available on special order. 0.074 0.250.002 0.007 170P7000Consult factory for more details. 0.48 0.4 0.10.1 20 158" Framing System23 24. P1000 & P1001 ChannelsP10001 5 8" Channel1 58"41.3 722.238"39.59.58" 9 8" 7.1 32" 23.2 .915" 41.311 5 8" 1Telestrut 18.0 .710"22 Wt/100 Ft:189 Lbs (281 kg/100 m) 12 Gauge Nominal Thickness .105" (2.7mm)Nuts & HardwareP100141.31 58"82.6 1General Fittings3 14" 1 22 Wt/100 Ft: 378 Lbs (562 kg/100 m) 12 Gauge Nominal Thickness .105" (2.7mm)Pipe/Conduit SupportsP1000 DS P1000 H3 P1000 HS Slots are 2 34" (69.9) x 78" (22.2) 916" (14.3) Dia. Holes 3 12" (88.9) on Center 916" (14.3) Dia. Holes 1 78" (47.6) on Center 1 78" (47.6) on Center3 4 " (19.1)Pipe Clamps can beMounted on Both SidesElectrical FittingsWt/100 Ft: 173 Lbs (257 kg/100 m) Wt/100 Ft: 175 Lbs (260 kg/100 m)Wt/100 Ft:185 Lbs (275 kg/100 m)P1000 KO P1000 SL P1000 T Slots are7 8" (22.2) Knockouts3" (76.2) x 1332" (10.3)Slots are6" (152.4) on Center 4" (101.6) on Center 118" (28.6) x 916" (14.3)2" (50.8) on Center1 316"1"(30.2) (25.4)7 8"Concrete Inserts 1 2" (22.2)(12.7)Wt/100 Ft: 190 Lbs (283 kg/100 m) Wt/100 Ft: 185 Lbs (275 kg/100 m)Wt/100 Ft: 185 Lbs (275 kg/100 m)CHANNEL NUTS (REFER TO HARDWARE SECTION FOR DETAILS) P1006-0832UNISTRU T P1008TP1024P3006-0832P3016-0632 P1006-1024 UT UNISTRP1006T1420P1012S P3006-1024P3016-0832 P1006-1420P1010TP1023S P3006-1420P3016-1024Unipier P1007P3007 P3016-1420 P1008P3008 P1009P3009 P1010 P1012P3010 P1023 P1024SChannel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10 & 20 24158" Framing System 25. P1000 & P1001 ChannelsP1000 - BEAM LOADING P1001 - BEAM LOADING1 5 8" Channel Defl. at Defl. atUniform Loading at Deflection Uniform Loading at DeflectionMax. Allowable Uniform Max. Allowable Uniform Span Uniform LoadLoadSpan/180 Span/240 Span/360Span Uniform LoadLoadSpan/180 Span/240 Span/360In Lbs In LbsLbsLbsIn Lbs In LbsLbsLbs24 1,6900.061,690 1,6901,690243,500*0.02 3,500*3,500* 3,500*36 1,1300.131,130 1,130 900 363,190 0.07 3,190 3,190 3,190Telestrut48850 0.22 850 760500 482,390 0.13 2,390 2,390 2,39060680 0.35 650 480320 601,910 0.20 1,910 1,910 1,62072560 0.50 450 340220 721,600 0.28 1,600 1,600 1,13084480 0.68 330 250160 841,370 0.39 1,370 1,240830Nuts & Hardware96420 0.89 250 190130 961,200 0.51 1,200950 630 108380 1.14 200 1501001081,060 0.64 1,000750 500 120340 1.40 160 120 80120 9600.79810 610 410 144280 2.00 110 8060144 8001.14560 420 280 168240 2.72 806040168 6801.53410 310 210 192210 3.55 6050 NR 192 6002.02320 240 160 216190 4.58 5040 NR 216 5302.54250 190 130General Fittings 240170 5.62 40NR NR 240 4803.16200 150 100P1000 - COLUMN LOADING P1001 - COLUMN LOADINGMax. AllowableMax. AllowablePipe/Conduit Supports Maximum Column Load Applied at C.G. Maximum Column Load Applied at C.G.Unbraced Load at UnbracedLoad Height Slot Face K = 0.65K = 0.80K =1.0 K = 1.2Height at Slot Face K = 0.65 K = 0.80K =1.0K = 1.2 InLbs LbsLbsLbs LbsInLbsLbsLbs LbsLbs 24 3,55010,7409,8908,770 7,740 24 6,430 24,280 23,610 22,70021,820 36 3,190 8,9107,7406,390 5,310 36 6,290 22,810 21,820 20,65019,670 48 2,770 7,2606,0104,690 3,800 48 6,160 21,410 20,300 18,67016,160 60 2,380 5,9104,6903,630 2,960 60 6,000 20,210 18,670 15,52012,390 72 2,080 4,8403,8002,960 2,400 72 5,620 18,970 16,160 12,390 8,950 84 1,860 4,0403,2002,480 1,980 84 5,170 16,950 13,630 9,4706,580 96 1,670 3,4802,7502,110 1,660 96 4,690 14,890 11,190 7,2505,040108 1,5103,050 2,4001,810 ** 108 4,170 12,850 8,9505,7303,980Electrical Fittings120 1,380 2,7002,110**** 120 3,690 10,900 7,2504,640**144 1,150 2,1801,660**** 144 2,9307,6305,040 ** ** Notes:P1000/P1001 - ELEMENTS OF SECTION * Load limited by spot weld shear.ParameterP1000 P1001Concrete Inserts NR = Not Recommended.Area of Section 0.555In2 1.111 In2 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft orAxis 1-1w lbs/in).Moment of Inertia (I) 0.185In4 0.928 In4 2. Beam loads are based on a simple span and assumed to be adequately laterallySection Modulus (S) 0.202In3 0.571 In3braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56Radius of Gyration (r)0.577 In 0.914Infor reduction factors for unbraced lengths.Axis 2-2 3. For pierced channel, multiply beam loads by the following factor:Moment of Inertia (I) 0.236In4 0.471 In4"KO" Series ....... 95%"T" Series ..........85%UnipierSection Modulus (S) 0.290In3 0.580 In3"HS" Series ....... 90%"SL" Series ........85%"H3" Series ........ 90% "DS" Series........70%Radius of Gyration (r)0.651 In 0.651In 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and thecorresponding deflection by 80%. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. 158" Framing System25 26. P1000 & P1001 ChannelsP1000 - BEAM LOADING (METRIC)P1001 - BEAM LOADING (METRIC)1 5 8" Channel Max Defl. atMaxDefl. atUniform Loading at DeflectionUniform Loading at Deflection Allowable Uniform AllowableUniformSpanUniform LoadLoadSpan/180Span/240Span/360SpanUniform Load LoadSpan/180Span/240Span/360 mmkNmmkNkNkNmm kNmmkNkNkN 600 7.6 17.6 7.6 7.660015.6 * 115.6 *15.6 *15.6 * 750 6.1 26.1 6.1 5.975015.6 * 115.6 *15.6 *15.6 *Telestrut1,0004.6 44.6 4.6 3.3 1,00013.02 13.013.013.01,2503.6 63.6 3.2 2.1 1,25010.43 10.410.410.41,5003.1 93.0 2.2 1.5 1,500 8.758.7 8.7 7.41,7502.6122.2 1.6 1.1 1,750 7.477.4 7.4 5.5Nuts & Hardware2,0002.3151.6 1.2 0.8 2,000 6.596.5 6.3 4.22,5001.8241.1 0.8 0.5 2,500 5.2 135.2 4.0 2.73,0001.5340.8 0.5 0.4 3,000 4.3 193.7 2.8 1.93,5001.3460.5 0.4 0.3 3,500 3.7 262.8 2.0 1.44,0001.2620.4 0.3 0.2 4,000 3.2 342.1 1.6 1.14,5001.0780.3 0.3 0.2 4,500 2.9 441.6 1.2 0.85,0000.9970.3 0.2 NR5,000 2.6 531.3 1.0 0.76,0000.8 1360.2 NRNR6,000 2.2 780.9 0.7 0.4General FittingsP1000 - COLUMN LOADING (METRIC)P1001 - COLUMN LOADING (METRIC)MaximumPipe/Conduit SupportsMaximumMaximum Column Load Applied at C.G.Allowable Maximum Column Load Applied at C.G. UnbracedAllowable LoadUnbracedLoadHeight at Slot FaceK = 0.65K = 0.80 K =1.0 K = 1.2Height at Slot Face K = 0.65K = 0.80 K =1.0K = 1.2mmkNkNkNkN kN mmkN kNkNkNkN60015.848.044.339.4 34.860028.6108.2 105.3 101.397.475015.244.039.433.8 28.975028.3105.0 101.396.592.2 1,000 13.737.532.026.1 21.3 1,000 27.8 99.695.089.783.9 1,250 12.131.626.120.3 16.5 1,250 27.3 94.789.781.770.1 1,500 10.726.721.316.5 13.4 1,500 26.8 90.383.970.156.4 1,7509.622.717.813.8 11.3 1,750 25.4 86.774.858.643.5 2,0008.719.315.311.99.6 2,000 23.9 79.465.547.733.3 2,2507.916.913.410.48.2 2,250 22.2 71.956.437.926.3Electrical Fittings 2,5007.215.011.9 9.1 ** 2,500 20.4 64.447.730.721.3 2,7506.713.510.6 8.1 ** 2,750 18.5 56.939.625.417.6 Notes:P1000/P1001 - ELEMENTS OF SECTION (METRIC) * Load limited by spot weld shear.Concrete Inserts Parameter P1000 P1001 NR = Not Recommended. 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft orArea of Section 3.58 cm27.16 cm2w lbs/in).Axis 1-1 2. Beam loads are based on a simple span and assumed to be adequately laterallyMoment of Inertia (I) 7.68cm4 38.62cm4braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56Section Modulus (S) 3.30cm39.36cm3for reduction factors for unbraced lengths.Radius of Gyration (r)1.46cm2.32 cm3. For pierced channel, multiply beam loads by the following factor:Axis 2-2"KO" Series ....... 95%"T" Series ..........85%Moment of Inertia (I) 9.80cm4 19.60cm4"HS" Series ....... 90%"SL" Series ........85%Unipier"H3" Series ........ 90% "DS" Series........70%Section Modulus (S) 4.75cm39.50cm3Radius of Gyration (r)1.65cm1.65 cm4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and thecorresponding deflection by 80%. For other load conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. 26158" Framing System 27. P1000 Channel CombinationsP1001 TP1001 AP1001 B 1 5 8" Channel1 58"1 58"1 58"(41.3)(41.3) (41.3) 3 14"1 3 1 4"(82.6) 3 14"1 (82.6)1 (82.6) Telestrut .709" .916" 2(18.0) 2(23.3)2 Wt/100 Ft: 321 Lbs (478 kg/100 m) Wt/100 Ft: 378 Lbs (562 kg/100 m) Wt/100 Ft: 378 Lbs (562 kg/100 m) Nuts & Hardware 12 Gauge Nominal Thickness .105" (2.7mm) 12 Gauge Nominal Thickness .105" (2.7mm)12 Gauge Nominal Thickness .105" (2.7mm)P1001 CP1001 3P1001 A31 5 8 "1 58" 1 58" (41.3) (41.3)(41.3) General Fittings 1.677"2.472" (42.6)(62.8)4 78" 1 3 1 4" 174 8"(123.8)(82.6) 1.573"1 (123.8) (40.0)2.403" (61.0).847" .761".864".778"(19.3)2(21.9) (19.8)(21.5)2 2Wt/100 Ft: 378 Lbs (562 kg/100 m)Wt/100 Ft: 566 Lbs (843 kg/100 m)Wt/100 Ft: 566 Lbs (843 kg/100 m) Pipe/Conduit Supports 12 Gauge Nominal Thickness .105" (2.7mm)12 Gauge Nominal Thickness .105" (2.7mm) 12 Gauge Nominal Thickness .105" (2.7mm)P1001 B3 P1001 D3 P10031 58"(41.3)3 14" 4 7 8" 1 (82.6)13 (123.8)1.388"14764" 1 64" 1.245"(44.1) (30.6) 2(31.6)(35.3) Electrical Fittings 3 14"1.778".847" (82.6)1 (19.8)2(21.5)1.862"(47.3)4132".489" (102.4) (12.4) 2 Wt/100 Ft: 566 Lbs (843 kg/100 m)Wt/100 Ft: 566 Lbs (843 kg/100 m) Wt/100 Ft: 333 Lbs (495 kg/100 m) 12 Gauge Nominal Thickness .105" (2.7mm) 12 Gauge Nominal Thickness .105" (2.7mm)12 Gauge Nominal Thickness .105" (2.7mm)P1001 C41P1001 C3 P1004 A12732"Concrete Inserts(46.8)716"1 5 8"(11.1)(41.3) 3 14" 3 14"(82.6)(82.6)4 78" 1.354"(123.8) (34.4)14" 13 4"3 14" 1 (101.6) 1 (82.6)(82.6) 1.896" (48.2) 72 16" Unipier 1.930"1.320"(11.1) 2 (49.0)2 (33.5) Wt/100 Ft: 755 Lbs (1,124 kg/100 m) Wt/100 Ft: 566 Lbs (843 kg/100 m)Wt/100 Ft: 668 Lbs (994 kg/100 m) 12 Gauge Nominal Thickness .105" (2.7mm)12 Gauge Nominal Thickness .105" (2.7mm) 12 Gauge Nominal Thickness .105" (2.7mm)Channel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10 & 20 158" Framing System 27 28. P1000 Channel CombinationsP1001 C41 - BEAM LOADING P1004 A - BEAM LOADING1 5 8" Channel MaxDefl. at Uniform Loading at Deflection MaxDefl. atUniform Loading at Deflection AllowableUniformAllowableUniform Span Uniform Load LoadSpan/180Span/240Span/360Span Uniform Load LoadSpan/180 Span/240 Span/360In LbsIn Lbs Lbs LbsIn LbsIn LbsLbsLbs 24 7,040* 0.02 7,040* 7,040* 7,040* 24 9,100*0.019,100* 9,100* 9,100* 36 6,3800.07 6,3806,3806,38036 9,100*0.059,100* 9,100* 9,100*Telestrut 48 4,7900.13 4,7904,7904,79048 7,000 0.087,0007,0007,000 60 3,8300.20 3,8303,8303,24060 5,600 0.135,6005,6005,600 72 3,1900.28 3,1903,1902,25072 4,660 0.194,6604,6604,660 84 2,7400.39 2,7402,4801,66084 4,000 0.264,0004,0003,630Nuts & Hardware 96 2,3900.50 2,3901,9001,27096 3,500 0.343,5003,5002,780108 2,1300.64 2,0001,5001,000 108 3,110 0.433,1103,1102,200120 1,9100.78 1,6201,220 810120 2,800 0.522,8002,6701,780144 1,6001.14 1,130 840560144 2,330 0.752,3301,8501,230168 1,3701.55830620410168 2,000 1.031,8101,360 910192 1,2002.02630480320192 1,750 1.341,3901,040 690216 1,0602.54500380250216 1,550 1.691,100 820550240960 3.16410300200240 1,400 2.10 890670440General FittingsP1001 C41 - COLUMN LOADING P1004 A - COLUMN LOADINGPipe/Conduit SupportsMaximum MaximumAllowableMaximum Column Load Applied at C.G.AllowableMaximum Column Load Applied at C.G. UnbracedLoadUnbracedLoadHeight at Slot Face K = 0.65 K = 0.80 K =1.0K = 1.2 Height at Slot Face K = 0.65 K = 0.80 K =1.0K = 1.2InLbs LbsLbsLbs Lbs InLbs Lbs Lbs Lbs Lbs2412,690 46,920 44,98042,36039,8902411,420 36,800 33,89030,44027,6003612,250 42,680 39,89036,66034,0503610,600 30,840 27,60024,40022,1604811,820 38,740 35,72032,64030,43048 9,860 26,400 23,56021,06019,4706011,470 35,500 32,64029,98028,22060 9,160 23,370 21,06019,16018,0207211,180 32,970 30,43028,22026,82072 8,610 21,310 19,47018,02017,1408410,900 31,040 28,84027,01024,87084 8,170 19,890 18,41017,26015,2409610,580 29,570 27,68026,17019,84096 7,790 18,890 17,67016,76011,670Electrical Fittings 10810,310 28,440 26,82022,31015,670 108 7,460 18,160 17,14013,280 9,220 12010,070 27,560 26,17018,28012,700 120 7,150 17,590 16,76010,750 7,470 144 8,740 26,320 19,84012,700 8,820 144 5,660 16,840 11,670 7,470 ** 168 7,360 21,890 14,570 9,330 **168 4,520 12,9908,570 **** Notes: * Load limited by spot weld shear.Concrete Inserts NR = Not Recommended.P1001 C41/ P1004 A - ELEMENTS OF SECTION 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft orw lbs/in).Parameter P1001 C41 P1004 A2. Beam loads are based on a simple span and assumed to be adequately laterallyArea of Section2.221 In2 1.965 In2braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56for reduction factors for unbraced lengths. Axis 1-1 3. For pierced channel, multiply beam loads by the following factor:Moment of Inertia (I)1.856 In4 4.068 In4Section Modulus (S)1.142 In3 1.669 In3"KO" Series ....... 95%"T" Series ..........85%Unipier"HS" Series ....... 90%"SL" Series ........85%Radius of Gyration (r) 0.914In 1.439In"H3" Series ........ 90% "DS" Series........70% Axis 2-2 4. Deduct channel weight from the beam loads.Moment of Inertia (I)2.408 In4 1.092 In4 5. For concentrated midspan point loads, multiply beam loads by 50% and theSection Modulus (S)1.482 In3 1.190 In3corresponding deflection by 80%. For other load conditions refer to page 18.Radius of Gyration (r) 1.041In 0.745In 6. All beam loads are for bending about Axis 1-1. 28158" Framing System 29. P1000 Channel CombinationsP1001 C41 - BEAM LOADING (METRIC) P1004 A - BEAM LOADING (METRIC) 1 5 8" Channel MaxDefl. atMaxDefl. atUniform Loading at Deflection Uniform Loading at Deflection AllowableUniform AllowableUniform Span Uniform Load Load Span/180 Span/240Span/360SpanUniform Load LoadSpan/180 Span/240 Span/360mmkNmm kN kNkNmm kNmmkNkgN kN600 31.3 * 1 31.3 * 31.3 *31.3 *60040.5 * 140.5 * 40.5 * 40.5 *750 31.3 * 1 31.3 * 31.3 *31.3 *75040.5 * 140.5 * 40.5 * 40.5 * Telestrut 1,000 26.0226.0 26.026.01,00037.92 37.9 37.9 37.9 1,250 20.8320.8 20.820.81,25030.33 30.3 30.3 30.3 1,500 17.3517.3 17.314.91,50025.34 25.3 25.3 25.3 1,750 14.8714.8 14.810.91,75021.76 21.7 21.7 21.7 Nuts & Hardware 2,000 13.0913.0 12.6 8.42,00018.99 18.9 18.9 18.4 2,500 10.4 1310.4 8.1 5.4 2,50015.2 13 15.2 15.2 11.7 3,000 8.719 7.45.63.7 3,00012.6 18 12.6 12.28.2 3,500 7.426 5.54.12.8 3,50010.9 23 10.99.06.0 4,000 6.534 4.23.22.1 4,000 9.5 299.26.94.6 4,500 5.844 3.32.51.6 4,500 8.5 367.25.43.6 5,000 5.254 2.72.01.3 5,000 7.6 525.94.42.9 6,000 4.377 1.91.40.9 6,000 6.3 774.13.12.0 General FittingsP1001 C41 - COLUMN LOADING (METRIC) P1004 A - COLUMN LOADING (METRIC) Pipe/Conduit SupportsMaximumMaximumAllowable Maximum Column Load Applied at C.G.Allowable Maximum Column Load Applied at C.G. UnbracedLoad UnbracedLoadHeight at Slot FaceK = 0.65 K = 0.80 K =1.0 K = 1.2Height at Slot Face K = 0.65 K = 0.80 K =1.0 K = 1.2mmkN kN kN kNkNmmkN kN kNkNkN60056.5 209.3200.8 189.3 178.4 60050.9164.6151.8 136.5 123.875055.6 200.1189.3 175.8 164.1 75049.1150.8136.5 121.1 109.5 1,000 53.9 184.7171.7 157.3 146.11,000 46.3130.9116.9 103.494.3 1,250 52.4 170.7157.3 143.8 134.11,250 43.5115.8103.492.685.8 1,500 51.1 158.9146.1 134.1 126.11,500 40.9104.8 94.385.880.6 1,750 50.0 149.3137.6 127.3 120.71,750 38.9 96.8 88.181.377.0 Electrical Fittings 2,000 49.2 141.5131.1 122.3 116.82,000 37.1 91.0 83.778.174.8 2,250 47.9 135.4126.1 118.6 101.92,250 35.7 86.6 80.675.860.9 2,500 46.8 130.4122.3 114.583.92,500 34.3 83.3 78.171.149.4 2,750 45.9 126.4119.298.869.42,750 33.1 80.7 76.258.840.8Notes:* Load limited by spot weld shear. Concrete InsertsP1001 C41/ P1004 A - ELEMENTS OF SECTION (METRIC) NR = Not Recommended.1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or Parameter P1001 C41P1004 Aw lbs/in). Area of Section14.33cm212.68cm22. Beam loads are based on a simple span and assumed to be adequately laterallyAxis 1-1 braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 for reduction factors for unbraced lengths. Moment of Inertia (I)77.24cm4169.33 cm43. For pierced channel, multiply beam loads by the following factor: Section Modulus (S)18.71cm 3 27.35cm3 "KO" Series ....... 95%"T" Series ..........85% Unipier Radius of Gyration (r) 2.32cm3.66cm "HS" Series ....... 90%"SL" Series ........85%Axis 2-2 "H3" Series ........ 90% "DS" Series........70% Moment of Inertia (I) 100.24cm445.44cm44. Deduct channel weight from the beam loads. Section Modulus (S)24.29cm 3 19.50cm 3 5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18. Radius of Gyration (r) 2.64cm1.89cm6. All beam loads are for bending about Axis 1-1. 158" Framing System 29 30. P1100 & P1101 ChannelsP1100 P11011 5 8" Channel41.3 1 58"41.31 58" 722.2 3 8"3 9.5 9.5 8" 8" 97.132" 82.6 1.900"22.93 14" 151 8"141.31Telestrut.725"18.4 222 2Wt/100 Ft: 142 Lbs (211 kg/100 m) Wt/100 Ft: 284 Lbs (423 kg/100 m)Nuts & Hardware14 Gauge Nominal Thickness .075" (1.9mm)14 Gauge Nominal Thickness .075" (1.9mm)P1101 A P1101 B1 58" 41.31 58" 41.3 3 14" 182.6182.6 1 3 14" 1General Fittings .729" .896"18.522.822 2 2Wt/100 Ft: 284 Lbs (423 kg/100 m)Wt/100 Ft: 284 Lbs (423 kg/100 m)14 Gauge Nominal Thickness .075" (1.9mm)14 Gauge Nominal Thickness .075" (1.9mm)P1101 C P1100 HSPipe/Conduit Supports1 58" 41.3916" (14.3) Dia. Holes 1.666"42.3 11 78" (47.6) on Center 3 4" 182.61 1.584"40.2 .771" .854" 19.621.7 2 2Wt/100 Ft: 284 Lbs (423 kg/100 m)Electrical Fittings14 Gauge Nominal Thickness .075" (1.9mm)Wt/100 Ft: 136 Lbs (202 kg/100 m)P1100 KOP1100 SL P1100 TSlots are Slots are7 8" (22.2) Knockouts 3" (76.2) x 1332" (10.3) 118" (28.6) x 916" (14.3)6" (152.4) on Center4" (101.6) on Center2" (50.8) on Center1 316" 7(30.2)1"8"Concrete Inserts12" (25.4)(22.2)(12.7)Wt/100 Ft: 140 Lbs (208 kg/100 m) Wt/100 Ft: 136 Lbs (202 kg/100 m) Wt/100 Ft: 136 Lbs (202 kg/100 m)CHANNEL NUTS (REFER TO HARDWARE SECTION FOR DETAILS)P1006-0832 UNISTRU T P1008T P1024P3006-0832 P3016-0632P1006-1024UT UNISTR P1006T1420 P1012S P3006-1024 P3016-0832P1006-1420 P1010T P1023S P3006-1420 P3016-1024UnipierP1007P3007P3016-1420P1008P3008P1009 P1012P3009P1010 P1023P3010P1024SChannel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10 & 20 30 158" Framing System 31. P1100 & P1101 ChannelsP1100 - BEAM LOADINGP1101 - BEAM LOADING 1 5 8" ChannelMax Defl. atUniform Loading at Deflection Max Defl. atUniform Loading at DeflectionAllowable Uniform Allowable Uniform SpanUniform LoadLoad Span/180 Span/240 Span/360 SpanUniform LoadLoad Span/180Span/240Span/360InLbs InLbsLbsLbs InLbs InLbs Lbs Lbs24 1,3500.06 1,3501,350 1,350 242,180* 0.022,180*2,180*2,180*36900 0.13900900 700362,180* 0.062,180*2,180*2,180* Telestrut48680 0.23680590 400481,8900.131,890 1,890 1,89060540 0.36510380 250601,5100.201,510 1,510 1,28072450 0.51350260 180721,2600.281,260 1,26089084390 0.70260190 130841,0800.391,080980 650 Nuts & Hardware96340 0.92200150 10096 950 0.51 950 750 500 108300 1.15160120 80 108840 0.64 790 590 400 120270 1.421309060 120760 0.79 640 480 320 144230 2.0990 7040 144630 1.13 440 330 220 168190 2.7560 5030 168540 1.54 330 250 160 192170 3.6750 40NR 192470 2.00 250 190 130 216150 4.6140 30NR 216420 2.55 200 150 100 240140 5.9030 NRNR 240380 3.16 160 12080 General FittingsP1100 - COLUMN LOADINGP1101 - COLUMN LOADING Maximum Maximum Pipe/Conduit Supports Allowable Maximum Column Load Applied at C.G. AllowableMaximum Column Load Applied at C.G. Unbraced LoadUnbracedLoadHeightat Slot FaceK = 0.65K = 0.80 K =1.0 K = 1.2Height at Slot Face K = 0.65K = 0.80 K =1.0 K = 1.2In LbsLbs Lbs Lbs LbsInLbs Lbs Lbs Lbs Lbs242,8008,040 7,330 6,360 5,430 24 5,010 18,25017,70016,880 16,030362,4106,480 5,430 4,190 3,210 36 4,860 16,99016,03014,770 13,620481,9404,990 3,830 2,760 2,160 48 4,700 15,61014,38012,930 11,750601,5503,740 2,760 2,050 1,640 60 4,480 14,28012,93011,4909,290721,2902,860 2,160 1,640 1,320 72 4,210 13,10011,7509,290 6,700841,1002,310 1,780 1,370 1,110 84 3,880 12,09010,2207,090 4,93096 950 1,950 1,520 1,18095096 3,480 11,1708,390 5,430 3,770 108 840 1,690 1,320 1,030 ** 108 3,060 9,640 6,700 4,290 2,980 Electrical Fittings 120 760 1,490 1,180 **** 120 2,680 8,170 5,430 3,480 ** 144 630 1,210950**** 144 2,090 5,710 3,770 ****P1100/P1101 - ELEMENTS OF SECTION Notes:* Load limited by spot weld shear. Parameter P1100 P1101 Concrete Inserts Area of Section 0.418In2 0.835 In2 NR = Not Recommended.Axis 1-11. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or Moment of Inertia (I) 0.145In4 0.733 In4w lbs/in). Section Modulus (S) 0.162In3 0.451 In3 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 Radius of Gyration (r)0.589 In 0.937In for reduction factors for unbraced lengths.Axis 2-23. For pierced channel, multiply beam loads by the following factor: Moment of Inertia (I) 0.176In4 0.353 In4 "KO" Series ....... 95%"T" Series ..........85% Section Modulus (S) 0.217In3 0.434 In3 Unipier "HS" Series ....... 90%"SL" Series ........85% Radius of Gyration (r)0.650 In 0.650In"H3" Series ........ 90% "DS" Series........70%4. Deduct channel weight from the beam loads.5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18.6. All beam loads are for bending about Axis 1-1. 158" Framing System 31 32. P1100 & P1101 ChannelsP1100 - BEAM LOADING (METRIC) P1101 - BEAM LOADING (METRIC)1 5 8" Channel MaxDefl. at MaxDefl. atUniform Loading at Deflection Uniform Loading at Deflection AllowableUniformAllowableUniformSpanUniform Load Load Span/180Span/240Span/360SpanUniform Load Load Span/180Span/240Span/360 mmkN mm kNkNkN mm kN mm kNkNkN6006.1 16.1 6.1 6.1 600 9.7 *09.7 * 9.7 * 9.7 *7504.9 24.9 4.9 4.7 750 9.7 *19.7 * 9.7 * 9.7 *Telestrut 1,000 3.7 43.7 3.7 2.61,0009.7 *29.7 * 9.7 * 9.7 * 1,250 2.9 62.9 2.5 1.71,250 8.2 3 8.2 8.2 8.2 1,500 2.4 92.3 1.7 1.21,500 6.9 5 6.9 6.9 5.9 1,750 2.1121.7 1.3 0.81,750 5.9 7 5.9 5.9 4.3Nuts & Hardware 2,000 1.8151.3 1.0 0.72,000 5.1 9 5.1 5.0 3.3 2,500 1.5240.8 0.6 0.42,500 4.113 4.1 3.2 2.1 3,000 1.2360.6 0.4 0.33,000 3.419 2.9 2.2 1.5 3,500 1.1490.4 0.3 0.23,500 2.926 2.2 1.6 1.1 4,000 0.9640.3 0.3 0.24,000 2.635 1.6 1.2 0.8 4,500 0.8770.3 0.2 0.14,500 2.343 1.3 1.0 0.7 5,000 0.8100 0.2 0.2 NR 5,000 2.054 1.1 0.8 0.5 6,000 0.6143 0.1 NRNR 6,000 1.777 0.8 0.5 0.4General FittingsP1100 - COLUMN LOADING (METRIC) P1101 - COLUMN LOADING (METRIC) Maximum MaximumPipe/Conduit Supports Allowable Maximum Column Load Applied at C.G. AllowableMaximum Column Load Applied at C.G. Unbraced LoadUnbracedLoadHeightat Slot FaceK = 0.65 K = 0.80 K =1.0K = 1.2Height at Slot Face K = 0.65K = 0.80 K =1.0 K = 1.2mm kNkN kNkNkN mmkN kNkNkN kN600 12.535.9 32.928.624.560022.3 81.479.075.4 71.7750 11.832.6 28.623.519.075022.0 78.775.470.7 66.1 1,00010.126.9 22.016.412.5 1,000 21.4 73.869.263.3 58.0 1,250 8.521.6 16.411.8 9.3 1,250 20.8 68.863.356.8 51.6 1,500 7.017.0 12.5 9.3 7.4 1,500 20.0 64.058.051.6 42.3 1,750 6.013.5 10.1 7.7 6.2 1,750 19.0 59.553.544.0 32.6 2,000 5.211.28.6 6.5 5.3 2,000 18.0 55.649.235.7 25.0Electrical Fittings 2,250 4.6 9.67.4 5.7 4.7 2,250 16.6 52.342.328.4 19.7 2,500 4.1 8.46.5 5.1** 2,500 15.1 48.335.723.0 16.0 2,750 3.77.55.9 4.5 ** 2,750 13.6 42.729.719.0 13.2P1100/P1101 - ELEMENTS OF SECTION (METRIC)Notes:* Load limited by spot weld shear.Parameter P1100 P1101Concrete InsertsArea of Section 2.69cm25.39 cm2 NR = Not Recommended. Axis 1-1 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or Moment of Inertia (I)6.03cm430.51cm4w lbs/in). Section Modulus (S)2.65cm3 7.39cm3 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 Radius of Gyration (r) 1.50cm2.38cm for reduction factors for unbraced lengths. Axis 2-23. For pierced channel, multiply beam loads by the following factor: Moment of Inertia (I)7.34cm414.69cm4 "KO" Series ....... 95%"T" Series ..........85% Section Modulus (S)3.56cm3 7.12cm3Unipier "HS" Series ....... 90%"SL" Series ........85% Radius of Gyration (r) 1.65cm1.65cm "H3" Series ........ 90% "DS" Series........70%4. Deduct channel weight from the beam loads.5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18.6. All beam loads are for bending about Axis 1-1. 32158" Framing System 33. P2000 & P2001 ChannelsP2000 P2001 1 5 8" Channel1 58" 41.31 58"41.3 7 22.23 8" 3 9.5 9.58"9 8" 7.1 32 " .890" 22.682.6 1 41.31 3 14" 1 1 58"1 .735" 18.7 Telestrut 222 2 Wt/100 Ft: 116 Lbs (173 kg/100 m)Wt/100 Ft: 232 Lbs (346 kg/100 m) 16 Gauge Nominal Thickness .060" (1.5mm)16 Gauge Nominal Thickness .060" (1.5mm) Nuts & HardwareP2001 A P2001 B1 5 8 " 41.3 1 58" 41.3 82.6 1 3 1 4"1 82.6 13 14"1 General Fittings 18.722.6.735".890" 222 2 Wt/100 Ft: 232 Lbs (346 kg/100 m)Wt/100 Ft: 232 Lbs (346 kg/100 m) 16 Gauge Nominal Thickness .060" (1.5mm)16 Gauge Nominal Thickness .060" (1.5mm)P2001 C P2000 HS Pipe/Conduit Supports1 58" 41.3 916" (14.3) Dia. Holes 1.664"42.31 78" (47.6) on Center 3 1 4" 182.6 1 1.586"40.3.774" .851" 19.7 21.6 2 2 Wt/100 Ft: 232 Lbs (346 kg/100 m) Electrical Fittings 16 Gauge Nominal Thickness .060" (1.5mm) Wt/100 Ft: 113 Lbs (168 kg/100 m)P2000 KOP2000 SLP2000 TSlots areSlots are3" (76.2) x 1332" (10.3)7 8" (22.2) Knockouts 118" (28.6) x 916" (14.3)4" (101.6) on Center2" (50.8) on Center6" (152.4) on Center1"1 316"1 2" (25.4) 7(30.2) Concrete Inserts(12.7) 8"(22.2)Wt/100 Ft: 117 Lbs (174 kg/100 m) Wt/100 Ft: 113 Lbs (168 kg/100 m) Wt/100 Ft: 113 Lbs (168 kg/100 m)CHANNEL NUTS (REFER TO HARDWARE SECTION FOR DETAILS) P1006-0832UNISTRU T P1008TP1024 P3006-0832 P3016-0632 P1006-1024 UT UNISTR P1006T1420P1012SP3006-1024 P3016-0832 P1006-1420P1010TP1023SP3006-1420 P3016-1024 Unipier P1007 P3007P3016-1420 P1008 P3008 P1009 P1012 P3009 P1010 P1023 P3010 P1024SChannel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10 & 20 158" Framing System 33 34. P2000 & P2001 ChannelsP2000 - BEAM LOADINGP2001 - BEAM LOADING1 5 8" ChannelMax Defl. atUniform Loading at Deflection Max Defl. at Uniform Loading at DeflectionAllowable Uniform Allowable Uniform SpanUniform LoadLoad Span/180Span/240Span/360 SpanUniform LoadLoadSpan/180 Span/240Span/360InLbs InLbs Lbs Lbs InLbs In LbsLbs Lbs 241,170 0.061,170 1,170 1,170241,610* 0.02 1,610* 1,610*1,610* 36 7800.13 780 780 610 361,610* 0.05 1,610* 1,610*1,610*Telestrut 48 5900.23 590 510 34048 1,6000.13 1,6001,600 1,600 60 4700.36 440 330 22060 1,2800.20 1,2801,280 1,080 72 3900.52 300 230 15072 1,0600.28 1,0601,060750 84 3400.71 220 170 11084910 0.38910830 550Nuts & Hardware 96 2900.91 170 1309096800 0.51800630 420 1082601.16 130 10070 108710 0.64670500 330 1202301.41 1108050 120640 0.79540410 270 1442002.12806040 144530 1.13380280 190 1681702.86604030 168460 1.56280210 140 1921503.76403020 192400 2.02210160 110 2161304.643030 NR216350 2.5217013080 2401205.8830 NRNR240320 3.1614010070General FittingsP2000 - COLUMN LOADINGP2001 - COLUMN LOADINGMaximum MaximumAllowable Maximum Column Load Applied at C.G. Allowable Maximum Column Load Applied at C.G.Pipe/Conduit Supports UnbracedLoad Unbraced LoadHeight at Slot FaceK = 0.65 K = 0.80K =1.0 K = 1.2 Heightat Slot Face K = 0.65 K = 0.80 K =1.0K = 1.2InLbsLbsLbsLbs Lbs In Lbs LbsLbs LbsLbs24 2,4006,6506,0805,280 4,470244,200 15,030 14,60013,94013,22036 2,0505,3804,4703,370 2,500364,070 14,030 13,22012,09010,99048 1,6004,0903,0402,100 1,590483,920 12,850 11,72010,290 9,04060 1,2302,9602,1001,500 1,160603,700 11,630 10,2908,7607,53072970 2,1901,5901,160910 723,410 10,460 9,040 7,5305,74084790 1,7201,270 950 760 843,140 9,4107,990 6,0804,22096660 1,4101,060 800 650 962,890 8,4907,120 4,6503,230 108570 1,200 910700**1082,530 7,7005,740 3,6802,550Electrical Fittings 120510 1,040 800620**1202,210 6,9504,650 2,980** 144420830650 ****1441,690 4,8903,230 ** **P2000/P2001 - ELEMENTS OF SECTIONNotes:* Load limited by spot weld shear.ParameterP2000P2001Concrete InsertsArea of Section 0.342 In20.684In2 NR = Not Recommended. Axis 1-1 1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft orMoment of Inertia (I) 0.125 In40.618In4w lbs/in).Section Modulus (S) 0.140 In30.381In3 2. Beam loads are based on a simple span and assumed to be adequately laterallyRadius of Gyration (r)0.604In0.951 Inbraced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 for reduction factors for unbraced lengths. Axis 2-23. For pierced channel, multiply beam loads by the following factor:Moment of Inertia (I) 0.151 In40.302In4Section Modulus (S) 0.186 In30.372In3"KO" Series ....... 95% "T" Series ..........85%Unipier "HS" Series ....... 90% "SL" Series ........85%Radius of Gyration (r)0.665In0.665 In"H3" Series ........ 90%"DS" Series........70%4. Deduct channel weight from the beam loads.5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18.6. All beam loads are for bending about Axis 1-1. 34158" Framing System 35. P2000 & P2001 ChannelsP2000 - BEAM LOADING (METRIC) P2001 - BEAM LOADING (METRIC) 1 5 8" Channel Max Defl. atMaxDefl. atUniform Loading at Deflection Uniform Loading at Deflection Allowable Uniform AllowableUniform Span Uniform LoadLoadSpan/180Span/240Span/360SpanUniform Load Load Span/180 Span/240 Span/360mm kNmmkNkNkNmmkN mm kN kN kN6005.3 15.3 5.3 5.36007.2 *07.2 *7.2 *7.2 *7504.2 24.2 4.2 4.07507.2 *17.2 *7.2 *7.2 * Telestrut 1,000 3.2 43.2 3.2 2.3 1,000 7.2 *27.2 *7.2 *7.2 * 1,250 2.5 62.5 2.2 1.4 1,2506.9 3 6.96.96.9 1,500 2.1 92.0 1.5 1.0 1,5005.8 5 5.85.85.0 1,750 1.8121.5 1.1 0.8 1,7504.9 7 4.94.93.6 Nuts & Hardware 2,000 1.6161.1 0.8 0.6 2,0004.3 9 4.34.22.8 2,500 1.3250.7 0.5 0.4 2,5003.513 3.52.71.8 3,000 1.1360.5 0.4 0.3 3,0002.919 2.51.91.2 3,500 0.9470.4 0.3 0.2 3,5002.527 1.81.40.9 4,000 0.8630.3 0.2 0.1 4,0002.235 1.41.10.7 4,500 0.7800.2 0.2 0.1 4,5001.943 1.10.80.5 5,000 0.6960.2 0.1 0.1 5,0001.754 0.90.70.4 6,000 0.5 1420.1 NRNR6,0001.476 0.60.40.3 General FittingsP2000 - COLUMN LOADING (METRIC) P2001 - COLUMN LOADING (METRIC)Maximum MaximumAllowable Allowable Pipe/Conduit SupportsMaximum Column Load Applied at C.G.Maximum Column Load Applied at C.G. UnbracedLoad Unbraced LoadHeight at Slot FaceK = 0.65K = 0.80 K =1.0K = 1.2Heightat Slot FaceK = 0.65 K = 0.80 K =1.0K = 1.2mmkNkNkNkNkN mm kNkN kNkNkN60010.729.827.323.820.2600 18.767.0 65.162.259.175010.127.023.819.315.3750 18.464.9 62.258.354.2 1,0008.522.318.012.9 9.6 1,00017.961.0 56.951.546.3 1,2506.917.612.9 9.0 6.8 1,25017.356.6 51.545.039.5 1,5005.613.5 9.6 6.8 5.2 1,50016.552.1 46.339.534.0 1,7504.610.5 7.6 5.5 4.3 1,75015.547.9 41.634.827.9 2,0003.8 8.5 6.2 4.6 3.6 2,00014.543.9 37.530.421.3 2,2503.3 7.1 5.2 4.0 3.2 2,25013.640.2 34.024.316.9 Electrical Fittings 2,5002.8 6.1 4.6 3.5 2.8 2,50012.537.0 30.419.713.7 2,7502.5 5.3 4.1 3.1** 2,75011.334.2 25.416.311.3P2000/P2001 - ELEMENTS OF SECTION (METRIC)Notes:* Load limited by spot weld shear. ParameterP2000 P2001 Area of Section2.21cm24.41cm2 Concrete InsertsNR = Not Recommended.Axis 1-11. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or Moment of Inertia (I)5.19cm425.74 cm4 w lbs/in). Section Modulus (S)2.29cm3 6.24 cm32. Beam loads are based on a simple span and assumed to be adequately laterally Radius of Gyration (r) 1.53cm2.42 cmbraced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56 for reduction factors for unbraced lengths.Axis 2-23. For pierced channel, multiply beam loads by the following factor: Moment of Inertia (I)6.29cm412.58 cm4 "KO" Series ....... 95% "T" Series ..........85% Section Modulus (S)3.05cm3 6.10 cm3 Unipier "HS" Series ....... 90% "SL" Series ........85% Radius of Gyration (r) 1.69cm1.69 cm"H3" Series ........ 90%"DS" Series........70%4. Deduct channel weight from the beam loads.5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other load conditions refer to page 18.6. All beam loads are for bending about Axis 1-1. 158" Framing System 35 36. P3000 & P3001 ChannelsP30001 5 8" Channel41.31 58"22.279.59.538" 3 8" 8"7.19 32" .784"19.9Telestrut 34.9 1 1 38" 1 .591"15.022 Wt/100 Ft: 170 Lbs (253 kg/100 m) 12 Gauge Nominal Thickness .105" (2.7mm)Nuts & HardwareP30011 58"41.3General Fittings 69.9 1 2 34"1 2 2Wt/100 Ft: 340 Lbs (506 kg/100 m)12 Gauge Nominal Thickness .105" (2.7mm)P3000 HSP3000 KO P3000 SLPipe/Conduit SupportsSlots are7 3" (76.2) x 1332" (10.3)916" (14.3) Dia. Holes 8" (22.2) Knockouts4" (101.6) on Center1 78" (47.6) on Center 6" (152.4) on Center 1"(25.4) 1 2" (12.7)Wt/100 Ft: 165 Lbs (246 kg/100 m)Wt/100 Ft: 170 Lbs (253 kg/100 m) Wt/100 Ft: 165 Lbs (246 kg/100 m)Electrical FittingsP3000 TSlots are118" (28.6) x 916" (14.3)2" (50.8) on Center 1 316" (30.2) 7 8" (22.2)Concrete InsertsWt/100 Ft: 165 Lbs (246 kg/100 m)CHANNEL NUTS (REFER TO HARDWARE SECTION FOR DETAILS)P1006-0832UNISTRUTP1008T P1024P3006-0832P3016-0632P1006-1024 UTUNISTRP1006T1420 P1012S P3006-1024P3016-0832P1006-1420P1010T P1023S P3006-1420P3016-1024UnipierP1007 P3007 P3016-1420P1008 P3008P1009P1012P3009P1010P1023P3010 P1024SChannel Finishes: PL, GR, HG, PG, ZD; Standard Lengths: 10 & 20 36158" Framing System 37. P3000 & P3001 ChannelsP3000 - BEAM LOADING P3001 - BEAM LOADING1 5 8" Channel MaxDefl. atUniform Loading at Deflection MaxDefl. atUniform Loading at Deflection AllowableUniform AllowableUniform Span Uniform Load Load Span/180Span/240Span/360 SpanUniform Load Load Span/180 Span/240 Span/360In LbsInLbs Lbs Lbs InLbsInLbsLbsLbs24 1,280 0.071,280 1,280 1,28024 2,960* 0.032,960* 2,960* 2,960*368500.15 850 850 580 36 2,4000.082,4002,4002,400Telestrut486400.26 640 490 330 48 1,8000.151,8001,8001,610605100.41 420 310 210 60 1,4400.231,4401,4401,030724300.59 290 220 150 72 1,2000.331,2001,080 720843700.81 210 160 110 84 1,0300.461,030 790530Nuts & Hardware963201.05 160 12080 96900 0.59 810610400 1082801.30 130 10060108800 0.75 640480320 1202601.66 1008050120720 0.93 520390260 1442102.32705040144600 1.34 360270180 1681803.15504030168510 1.81 260200130 1921604.184030 NR 192450 2.38 200150100 2161405.21 NRNRNR 216400 3.01 160120 80 2401306.64 NRNRNR 240360 3.72 130100 NRGeneral FittingsP3000 - COLUMN LOADING P3001 - COLUMN LOADINGPipe/Conduit Supports Maximum Maximum AllowableMaximum Column Load Applied at C.G.Allowable Maximum Column Load Applied at C.G. Unbraced Load Unbraced LoadHeightat Slot Face K = 0.65 K = 0.80K =1.0 K = 1.2Heightat Slot FaceK = 0.65 K = 0.80 K =1.0K = 1.2In Lbs LbsLbsLbs LbsIn LbsLbs Lbs Lbs Lbs243,180 9,6908,9808,050 7,210 245,74021,780 21,20020,43019,720362,920 8,1607,2106,130 5,240 365,62020,520 19,72018,83017,680482,590 6,8205,8104,730 3,860 485,52019,400 18,57016,57014,260602,300 5,7404,7303,690 2,990 605,33018,510 16,57013,67010,810722,040 4,8503,8602,990 2,270 725,03016,850 14,26010,810 7,730841,830 4,1003,2402,400 **844,63014,990 11,930 8,180 5,680961,650 3,5302,7701,840 **964,19013,0909,720 6,260 4,350Electrical Fittings 1081,450 3,0802,270**** 1083,72011,230 7,7304,950 ** 1201,250 2,7101,840**** 1203,3009,4606,260 4,010** 1442,6206,5904,350****P3000/P3001 - ELEMENTS OF SECTIONNotes: * Load limited by spot weld shear.ParameterP3000P3001Concrete InsertsArea of Section 0.500 In21.000 In2 NR = Not Recommended. Axis 1-11. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or Moment of Inertia (I)0.120 In40.591 In4w lbs/in). Section Modulus (S)0.153 In30.430 In3 2. Beam loads are based on a simple span and assumed to be adequately laterally Radius of Gyration (r) 0.489In0.769Inbraced. Unbraced spans can reduce beam load carrying capacity. Refer to Page 56for reduction factors for

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