This catalog was printed in March For the most updated version of our catalog, please visit our website at

Transcription

1

2

3 Quick Reference This catalog was printed in March 207. For the most updated version of our catalog, please visit our website at PAGES QUICK REFERENCE... TERMS & CONDITIONS OF SALE... 4 INTRODUCTION... 5 TECHNICAL DATA MATERIAL SPECIFICATIONS... 2 FINISHES CHANNEL STRUT CLAMPS STRUT NUTS CONTINUOUS CONCRETE INSERT END CAPS & PLASTIC CLOSURES FLAT PLATE FITTINGS FITTINGS ANGLE FITTINGS BRACES U FITTINGS Z FITTINGS WING FITTINGS CLEVIS FITTINGS MISCELLANEOUS FITTINGS... 8 BRACKETS & TROLLEYS POST BASES BRACKETS BEAM CLAMPS PIPE CLAMPS PIPE ROLLERS INDEX m-full (09/6) 2m-mini (0/7) Web Rev (0/7

4 Terms & Conditions of Sale AGREEMENTS: All agreements are subject to availability of material, strikes, accidents, or other causes beyond our control. WARRANTY: We warrant for one year from date of shipment our manufactured products to the extent that we will replace those having manufacturing defects when used for the purpose which we recommended. If goods are defective, the amount of damage is the price of the defective goods only and no allowance will be made for labor or expense of repairing defective goods or damage resulting from the same. We warrant the products we sell of other manufacturers to the extent of the warranties of their respective maker. This is the seller s sole warranty. Seller makes no other warranty of any kind, expressed or implied; and all implied warranties of merchantability and fitness for a particular purpose which exceed seller s aforestated obligation are hereby disclaimed by seller and excluded from this warranty. For special order products made to the customer s specification, warranty is not valid and we are not responsible for load requirements or liable for damages incurred from product failure. CLAIMS: No claims for shortages allowed unless made in writing within ten days of receipt of goods. All goods sent out will be carefully examined, counted and packed. Claims for goods damaged or lost in transit should be made on the carrier, as our responsibility ceases on delivery to the carrier. SPECIAL ORDERS: Orders covering special or nonstandard goods are not subject to cancellation except on such terms as may be agreed upon. TERMS AND DESIGN: Subject to change without notice. Refer to current price list for terms of sale. PHD reserves the right to revise product design without notification. RETURNS: We cannot accept return of any goods unless PHD's written permission has been first obtained, in which case same will be credited as follows: ) All goods must be received in our plant in first class condition; if not, the cost of putting in salable condition will be deducted from credit. 2) Twenty-five percent (25%) will be deducted from credit memoranda issued for handling and restocking, less any charges allowed or paid by PHD Mfg., Inc. ) Goods must be returned prepaid. 4) P.O.A. items cannot be returned. 5) There will be no returns of goods after one year from purchase date. Customer must provide invoice number. 6) There will be no return of goods under $50.00, unless it is the result of PHD's error. TAXES: To the price and terms quoted, there will be added any manufacturer s or sales taxes payable on the transaction under any effective statute. MINIMUM INVOICE: $50.00 plus transportation. FREIGHT ALLOWANCE: All prices are F.O.B. point of shipment. On shipments of 2500 lbs. or more, rail freight or motor freight at the lowest published price is allowed to all U.S. highway points listed in published tariffs (Hawaii and Alaska excluded). TERMS: Net 0 days. Monthly settlements on all accounts. One and-a-half percent ( /2%) per month or eighteen percent (8%) per annum will be charged on all past due accounts, starting on the st day after the date of invoice. DIMENSIONS & WEIGHTS: Although PHD Manufacturing tries to be as accurate as possible, all listed dimensions and weights are an approximation and are not guaranteed. 4

5 Introduction was founded in 972 by a group of industry veterans with strong management, financial, sales and manufacturing backgrounds. The entrepreneurial vision of this close group used the talents they acquired over the years to forge something special in a business that needed a different purpose. This core group continues to manage PHD today, ensuring the original commitment to quality and excellence. Our professional sales representatives supporting the plumbing, mechanical and electrical industries are ready to serve your needs. Our manufacturing plant in Columbiana, Ohio, together with our 24 stocking warehouses throughout the United States, gives us one of the largest inventories in the industry. Many of our products are Underwriter s Laboratories listed and Factory Mutual Approved. All PHD products are manufactured to meet or exceed industry standards set for their design and manufacture. If you need a product not listed in this catalog, please call the factory or your local PHD representative to check availability and pricing. PHD Plumbing & Mechanical Stock Locations PHD Electrical Stock Locations W. VA. Plumbing & Mechanical Electrical 5

6 Technical Data Channels American Standard Depth Width Average Wt. Per of of Thickness Foot section Flange of Flange (in lbs.) /8 4. / / / / / /8.0 2 / / / / / / / / / / / / /8 0 /8.9 5 / / / /4 58 I Beams American Standard Depth Width Average Wt. Per of of Thickness Foot section Flange of Flange (in lbs.) 2 / / / / / / / / / / / / / / / / / / / / / / /

7 Technical Data Wide Flange Beams Nominal Depth Width Thickness Wt. Per of of of Foot Section Flange Flange (in lbs.) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Nominal Depth Width Thickness Wt. Per of of of Foot Section Flange Flange (in lbs.) / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Nominal Depth Width Thickness Wt. Per of of of Foot Section Flange Flange (in lbs.) 6 / / / / / / / / / / / / / / / / / / / / / /8.0 2 / / /

8 Technical Data Steel Pipe Data Schedule 40 & 80 Wt. Per Foot (in lbs.) Pipe Schedule Wall Size No. O.D. Thickness Water Pipe /8 /2 /4 /4 /2 2 2 /2 / Wt. Per Foot (in lbs.) Pipe Schedule Wall Size No. O.D. Thickness Water Pipe API Spacing of Hangers For Steel Pipe Nominal Pipe Size, Inches Maximum Span. Feet Recommended Hanger Rod Sizes /2 /4 /4 /2 2 2 /2 / /8 /4 /4 /8 /8 /8 /8 /8 /8 /2 /2 /2 5 /8 5 /8 /4 /4 7 /8 7 /8 OR TRAPEZE Note: Spacing and capacities are based on pipe filled with water. Additional valves and fittings increase the load and therefore closer hanger spacing is required. *Many Codes and specifications require pipe hangers to be spaced every 0 feet regardless of size. Check local codes. 8

9 Technical Data Copper Tube Data Type L Tube Tubing Wall Wt. Per Foot (in lbs.) Size O.D. Thickness Water Pipe / / / / / / / / / Type K Tube Tubing Wall Wt. Per Foot (in lbs.) Size O.D. Thickness Water Pipe / / / / / / / / / Spacing of Hangers For Copper Tubing Tubing Size /2 /4 /4 /2 2 2 /2 / Span in Ft Note: Spacing and capacities are based on pipe filled with water. Additional valves and fittings increase the load and therefore closer hanger spacing is required. AWWA Ductile Iron Pipe Data Based on AWWA C08-70, Table 8.2. Add flange weight for flanged cast iron pipe. Nom. Wt. Per Foot (in lbs.) Pipe O.D. Wall Size Class D.I. Pipe Thick. Pipe Water REGULAR SCHEDULE Glass Pipe Data Wt. Per Foot (in lbs.) Nom. Wall Pipe Size O.D. Thickness Pipe Water / HEAVY SCHEDULE / Spacing of Hangers for glass pipe support every 8-0 ft. Pad all hangers. Use only clevis or trapeze, do not tie down pipe. 9

10 Technical Data PVC Plastic Pipe Data Schedule 40 & 80 Wt. Per Foot (in lbs.) Pipe Schedule Wall Size No. O.D. Thickness Water Pipe /8 /4 /8 /2 /4 /4 / Wt. Per Foot (in lbs.) Pipe Schedule Wall Size No. O.D. Thickness Water Pipe 2 /2 / Spacing of Hangers For PVC Plastic Pipe Schedule Support Spacings (In Feet) 40 Pipe Size 20 F 40 F 60 F 80 F Temperature 00 F 0 F 20 F 0 F 40 F 50 F /2 to / to / /2 to / Schedule Support Spacings (In Feet) 80 Temperature Pipe Size 20 F 40 F 60 F 80 F 00 F 0 F 20 F 0 F 40 F 50 F /2 to / /4 to / /

11 Technical Data Conduit Data Electrical Metallic Tubing Data Nominal Size EMT Conduit O.D. Conduit O.D. Coupling Weight Conduit W/C Plg. lbs./ft. Approx. Max. Weight Conduit and Conductor lbs./ft. Lead Not Lead Covered Covered /2.706 N/A.29 N/A.54 / / / / / Note: 2 /2 through 4" EMT same as steel rigid conduit. Steel Rigid CONduit Data Nominal Size EMT Conduit Weight Conduit W/C Plg. lbs./ft. Approx. Max. Weight Conduit and Conductor lbs./ft. Lead Not Lead Covered Covered O.D. Conduit O.D. Coupling / / / / / / Intermediate Metal COnduit Data Nominal Size EMT Conduit O.D. Conduit O.D. Coupling Weight Conduit W/C Plg. lbs./ft. Approx. Max. Weight Conduit and Conductor lbs./ft. Lead Not Lead Covered Covered / / / / / / Nominal Rod Dia. Root Area Thread Max. Rec. Load/lbs. (in inches) (in inches) F 750 F / / / / / / / / / / / / Threaded Rod Data

12 Technical Data Cast Iron Data service weight cast iron soil pipe data (Bell & Spigot Type) Nominal O.D. of Wall Weight Per Foot (in lbs.) Pipe Size Cast Iron Pipe Thickness Pipe Water extra weight cast iron soil pipe data (Bell & Spigot Type) Nominal O.D. of Wall Weight Per Foot (in lbs.) Pipe Size Cast Iron Pipe Thickness Pipe Water no-hub cast iron soil pipe data Nominal O.D. of Wall Weight Per Foot (in lbs.) Pipe Size Cast Iron Pipe Thickness Pipe Water /

13 Technical Data follows the guidelines of the Metal Framing Manufacturers Association in the manufacture and recommended use of strut systems. In all design applications using strut systems and accessories, proper engineering design practices should be applied and load limits observed. The following pages include helpful information to assist the user in the proper design of strut systems. Appropriate beam and column loading information is provided with the dimensional tables accompanying each channel. In addition, the following discussion and tables are designed to assist in the proper selection and use of PHD strut products. Basic engineering information is provided to define the concepts needed to design a safe and economical strut installation. Design of Strut Systems PHD struts are often installed to serve either as beams or columns in structural applications. A brief discussion of these types of structural elements and their safe design follows: BEAMS Structural members installed in a horizontal attitude and subject to vertical and/or horizontal loads are known as beams. The method by which a beam is mounted affects the load-carrying capability of the beam. Common mounting methods include: Simple Beam A simple beam is one that is supported at both ends without being restricted from bending or flexing. Most beams are analyzed as simply supported beams, even though they are often rigidly fixed at their supports. PHD beam load data are based upon simple beam configurations unless otherwise noted. Fixed End Beam A fixed end beam is supported at both ends in such a way that motion or bending of the beam is restricted. An example of a fixed end beam is a strut welded at both ends to a very rigid structure. The result is a beam capable of carrying greater loads, but subject to large bending moments at the supports. Cantilever Beam A cantilevered beam is one that is fixed at one end and completely unsupported at the other end. Continuous Beam A continuous beam is supported at three or more points along its length. Continuous beams act similarly to simple beams, particularly at the end spans. However, the counter-balancing effect of adjacent spans restricts movement at the support, much like a fixed beam.

14 Technical Data TYPES OF BEAM LOADING Figure Figure 2 BEAM DEFLECTION Beam Loading Beams are loaded in several ways, as shown below. Concentrated Load Also known as a point load, this type of load is applied at one point along the span of the beam. See Figure. A beam may have multiple concentrated loads along its span. Uniform Load This is a load spread evenly over a length of the beam s span. See Figure 2. It may cover the entire span or only a portion. Combined Load Concentrated loads and uniform loads may be carried simultaneously by a beam, arranged in any combination. Deflection Deflection is the amount of displacement, or sag, experienced by a load-carrying beam. All loaded beams will deflect to a greater or lesser degree, depending upon: The size and placement of loads The beam material The manner of supporting the beam The stiffness of the beam PHD provides deflection values for beams of various spans in the tables accompanying each channel shape. When determining the deflection of a strut, the rule of thumb observed by the industry is that a deflection of /240th of the beam s span is acceptable. The following table of beam formulas contains factors to be applied when analyzing a strut/ beam in various configurations. These factors account for the difference in deflection that will be experienced by beams mounted in various configurations and subject to various types of loads. Also included in the tables of channel information are values for the Moment of Inertia (I) and Section Modulus (S) of the channel. These values are given for both the X-X and Y-Y axis of the channel. They are measures of the stiffness of the beam s cross-sectional shape, and are used to calculate deflection. Deflection decreases as I and S increase. The Modulus of Elasticity (E), listed below I and S, is a measure of the beam material s resistance to bending. Again, as E increases, deflection decreases. SAFETY FACTOR Safety Factor The design loads given for strut beam loads are based on a simple beam condition using allowable stress of 25,000 psi. This allowable stress results in a safety factor of.68. This is based upon a virgin steel minimum yield strength of,000 psi cold worked during rolling to an average yield stress of 42,000 psi. Aluminum typically has an elastic modulus which is / that of steel even though they may have identical strength. As a result, the deflection of aluminum channel will be three times that of steel channel under equal loading. In areas where structures will be subject to general viewing, deflection can produce a displeasing effect. To the untrained eye, a sagging channel may appear to be a result of poor design or excessive loading. This is not usually the case. Many properly designed channel installations will show a noticeable deflection at their designed loads. In areas where cosmetics are not important, deflection should not be a factor. Designing an entire installation based on minimal deflection could result in an over designed structure. This translates into increased material and installation cost. Where cosmetics are important, it may be necessary to limit the deflection to an aesthetically pleasing amount. This "acceptable deflection" amount is typically given as a fraction of the span. /240 span deflection is typically the limit where the amount of deflection appears negligible. For example, a beam span of 240" would be allowed " (240/240) of deflection at the mid point. A 20" span would only be allowed /2" (20/240) of deflection. The maximum load for the channel must be limited in order to remain under these deflection requirements. The allowable load resulting in /240 span deflection is posted in the beam load chart for each channel size. For even more stringent deflection requirements, an allowable load is listed in the beam load charts which results in /60 span deflection. This amount of deflection is sometimes used for beams in finished ceilings that are to be plastered. 4

15 Technical Data Bending Moments & Stresses When loads are placed on a beam, the effect is to flex the beam across its unsupported span. The measure of this effect is called the bending moment. Formulas for bending moments created by various load and beam support combinations are given in the following tables. When the bending moment of a loaded beam is divided by the Section Modulus of the beam, the resulting value is called bending stress. It is this bending stress that is most commonly evaluated to determine whether a beam is strong enough for the loads it must support. BENDING MOMENTS & STRESSES The maximum bending stress prescribed by structural codes is 25,000 psi, (72.7mPa), and this is the stress upon which PHD load figures are based. Again, the method of supporting a beam affects the maximum bending moment of the beam. The following table gives modifying factors based upon types of beam supports. Users of PHD struts should take care to apply the proper load factor for the specific beam support configuration in order to determine the proper maximum load that the strut will safely support. Twisting & Lateral Bracing For long spans and when loads are apt to cause torsion on the beam, it is a good practice to brace the beam to prevent twisting or lateral bending. PHD offers various types of braces for this purpose. Loading of strut on long spans can cause torsional stress, resulting in the tendency of the strut to twist or bend laterally. This phenomenon reduces the allowable beam loads as shown in the beam loading charts. It is recommended that long spans be supported in a manner to prevent twisting (fixed ends), and that the channel have adequate lateral bracing. Many typical strut applications provide this support and bracing inherently. Piping, tubing, cable trays, or conduits mounted to the strut with straps and clamps prevent twisting or lateral movement. If no such lateral support exists, contact the factory for loading recommendations. TWISTING & LATERAL BRACING Spot Welding Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" (6.5) to " (76.2) apart continuously down the length of the channel. Consistency is maintained by the use of highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. 6" (52.4) WELDING Spot Weld Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding. MIG Welding MIG welded, more properly called gas metal arc welded (GMAW) combination channels and fittings, are produced when physical dimensions or certain combinations require a weld process other than automatic spot welding. The same quality control requirements are imposed on MIG welded and spot-welded products. " (25.4) MIG Weld /6" (4.76) Fillet Unless otherwise specified, all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters. 5

16 Technical Data COLUMNS Columns Structural members installed in a vertical attitude and subject to vertical loads are known as columns. The loads on a column have the effect of compressing the column and attempting to deflect the column laterally. As with beams, the method by which a column is mounted affects the load-carrying capability of the column. The effect of each method is quantified by the value K, given for each support condition shown below. Figure Figure Figure 2 Figure 4 Loads on a column may be concentric (directly in line with the column s vertical axis) or eccentric (offset horizontally from the vertical axis). PHD provides allowable column loads for concentric loading conditions. In addition, the tables accompanying the channels contain a value called the radius of gyration. This value can be used by a qualified structural engineer to analyze the effect of eccentric loads on strut columns. Common mounting methods for columns include: Fixed Top, Fixed Bottom Both the top and bottom of the column are rigidly mounted in such a way that rotation and displacement are prevented. The value of K for this configuration is.65. See Figure. Pinned Top, Pinned Bottom Both the top and bottom of the column are mounted in such a way that rotation is permitted but displacement is prevented. The value of K for this configuration is.0. See Figure 2. Pinned Top, Fixed Bottom The top of the column is pinned to allow rotation, and the bottom of the column is rigidly mounted in such a way that rotation and displacement are prevented. This is a common method. And is the standard for which PHD allowable column loads are listed. The value of K for this configuration is.80. See Figure. Free Top, Fixed Bottom The bottom of the column is rigidly mounted. The top of the column is free to move laterally, but is restrained to prevent rotation. The value of K for this configuration is.2. See Figure 4. As stated above, allowable column loads published in this catalog are based on the Pinned Top, Fixed Bottom mounting configuration, which has a K factor of.80. For any of the other mounting configurations, a qualified design professional can use the K values given to calculate the allowable column load. BOLT TORQUE Bolt Torque Bolt Size /4 5/6 /8 /2 5/8 /4 Rec. ft-lbs Torque N-m (8) (5) (26) (68) (6) (70) Bolt Torque Bolt torque values are given to ensure the proper connection between PHD Metal Framing components. It is important to understand that there is a direct, but not necessarily consistent, relationship between bolt torque and tension in the bolt. Too much tension in the bolt can cause it to break or crush the component parts. Too little tension in the bolt can prevent the connection from developing its full load capacity. The torque values given have been developed over many years of experience and testing. These are based on using a properly calibrated torque wrench with a clean dry (nonlubricated) PHD fitting, bolt and nut. A lubricated bolt or nut can cause extremely high tension in the connection and may lead to bolt failure. It must be noted that the accuracy of commercial torque wrenches varies widely and it is the responsibility of the installer to ensure that proper bolt torque has been achieved. 6

17 Technical Data BEAM DIAGRAMS AND COMMON FORMULAS Simply Supported Beams L P R = P/2 V MAX = P/2 M MAX = PL/4 MAX = PL 48EI L R = W/2 V MAX = W/2 M MAX = WL/8 MAX = 5WL 84EI a L P b R = Pb/L R 2 = Pa/L V MAX = Pa/L M MAX = Pab/L MAX = Pab (a +2b) a(a+2b) 27EIL Fixed End Beams L/2 P a P b V M L R = P/2 V MAX = P/2 M MAX = PL/8 MAX = PL 92EI V M L R = W/2 V MAX = W/2 M MAX = WL/2 MAX = WL 84EI R V M L R 2 M 2 R = Pb 2 (a +b) L R 2 = Pa 2 (a +b) L M = Pab2 L 2 M 2 = Pa2 b L 2 Cantilever Beams P V MAX = P a P b V L M MAX = PL MAX = PL EI V L V MAX = W M MAX = WL/2 MAX = WL 8EI V L V MAX = P M MAX = Pb MAX = Pb2 (L-b) 6EI M M M Beams with one end Fixed, one end Simply Supported V M L/2 L P R R = 5P/6 V MAX = P/6 M MAX = PL 6 MAX = 0.447L (at P) V M L/8 L/4 L R 2 a R L R R = Pb 2 = W/8 (a +2L) 2L V MAX = 5W/8 V R 2 = Pa (L 2 a 2 ) M MAX = WL/8 2L MAX = WL M (at P) = R a 85EI M M (at R2 ) = Pab (a +L) 2L P b R 7

18 Technical Data Beam Load and Deflection Conversion Factors The allowable beam loads listed for various spans of each channel assume that the beam is a simply supported, single-span beam. Although this is the most common condition, it is not always true. For other support conditions, multiply the listed allowable load by the factors in this table to obtain the proper load for the given mounting type. Load & Support Configuration Diagram Load Factor Deflection Factor ) Simply Supported Beam, Uniform Load ) Simply Supported Beam, Concentrated Load at Mid-span ) Simply Supported Beam, Two equal Concentrated Loads at /4 Points ) Fixed End Beam, Uniform Load ) Fixed End Beam, Concentrated Load at Mid-Span ) Cantilever Beam, Uniform Load ) Cantilever Beam, Concentrated Load at End ) Continuous Beam, Two Equal Spans, Uniform Load Both Spans ) Continuous Beam, Two Equal Spans, Uniform Load on One Span ) Continuous Beam, Two Equal Spans, Concentrated Load at Mid-span of Each.62.7 ) Continuous Beam, Two Equal Spans, Concentrated Load at Mid-Span of One

19 Technical Data SAMPLE PROBLEMS Problem The Beam at right is a PHD 00 Channel, simply supported. What is the maximum allowable load P? How much will the beam deflect under that load? Answer From the table of Beam and Column Loads for 00 Channel, the load for this span is 85 lbs. and the deflection is.22". From the table of load factors above, the load conversion factor is.50 and the deflection factor is.80. Therefore the maximum load P = 85 X.50 = 425 lbs., and the deflection is.22" x.80 =.76". Problem 2 A PHD 00 Channel is supported at points as shown, making it a continuous beam with 2 spans. The required loading condition is a uniform load of 7 lbs. per inch over both spans. Is the Channel able to safely support this load? Answer The entire load on one span of this beam is 7 lbs./in X 84" = 588 lbs. The allowable load is 486, and the load factor is.00, so the allowable load remains 486 lbs. Therefore the beam is not acceptable, since the required load exceeds the allowable load. A different PHD channel must be used, or the load must be decreased. Problem The cantilever beam shown at right carries a concentrated load of 80 lbs. at the end of the 24" PHD 00 Channel. Is the load acceptable? Calculate the maximum bending moment and deflection. Answer The maximum load is 702 lbs., and the load factor is.2, so the maximum load is 702 X.2 = 204 lbs. The desired 80 lb. load is within the allowable. From the table of beam formulas, the maximum bending moment for this support condition is M = PL. For the beam show, then, M = 80 lb. X 24" = 420 inch-pounds. Deflection for this cantilever beam = PL /EI. E = modulus of elasticity, which is 0 X 0 6 for steel. I is the Moment of Inertia, listed in the channel information as.89 in 4. The deflection then, is found by the equation 80(24) /(0 X 0 6 )(.89) =.46". Problem 4 Determine load and deflection of a PHD 00 Channel fixed at both ends and carrying a uniform load over its entire 60" span. Answer Maximum load from the chart is 68 lbs., and the load factor is.50, so the load for this beam is 68 X.50 = 02.5 lbs. Similarly, the deflection for this beam is.5" and the deflection factor is.0, so the deflection =.5 X.0 =.05". 9

20 Technical Data CONVERSION FACTORS FOR UNITS OF MEASUREMENT To Convert Multiply To Convert Multiply From To By From To By 20

21 Material Specifications material specifications CHANNEL Pre-Galvanized ASTM A-65 Grade Steel Sheet Zinc Coated by Hot Dip Process Plain, Powder Coated, or Hot Dip Galvanized ASTM A-0/A-0M Grade, Hot Rolled Carbon Steel Sheet and Strip, Structural Quality Stainless Steel ASTM A-240, Type 04, and ASTM A-240, Type 6 Aluminum Aluminum alloy 6005-T5 PIPE CLAMPS Steel ASTM A65 Structural Steel, Grade ASTM A0 Structural Steel, Grade Stainless Steel ASTM A-240, Type 04, and ASTM A-240, Type 6 ACCESSORIES Steel /4" thickness and below ASTM A0 Structural Steel, Grade /8" thickness and above ASTM A-6, Structural Grade. Stainless Steel ASTM A-240, Type 04, and ASTM A-240 Type 6 Aluminum Aluminum alloy 6005-T5 Structural Grade CHANNEL NUTS Steel ASTM A-576, Grade M05, Case Hardened to RC25 min. Stainless Steel ASTM A-240, Type 04, and ASTM A-240, Type 6, Sintered Nuts: MPIF Type 6 (Domestic only) Aluminum Aluminum alloy 5052-H2 ALUMINUM To determine the approximate load data for strut, multiply the load data found in this catalog by a factor of 0.8. The high strength to weight ratio of channel made of aluminum greatly reduces the overall cost of installation through ease of handling and field cutting. Aluminum owes its excellent corrosion resistance to its ability to form an aluminum oxide film that immediately reforms when scratched or cut. In most outdoor applications, aluminum has excellent resistance to "weathering". The resistance to chemicals, indoor or outdoor, can best be determined by tests conducted by the user with exposure to the specific conditions for which it is intended. STAINLESS STEEL Because of its corrosion resistance, stainless steel is recommended for applications where corrosion is a problem. Load data for strut is the same as the load data in this catalog. Stainless steel channel is available in AISI Type 04 or 6 material. Both are non-magnetic and belong to the austenitic stainless steels group, based on alloy content and crystallographic structure. Like carbon steel, stainless steel exhibits increased strength when cold worked by roll-forming. Several conditions make the use of stainless steel ideal. These include reducing long term maintenance costs, high ambient temperatures, appearance, and stable structural properties such as yield strength, and high creep strength. Type 04 resists most organic chemicals, dyestuffs, and a wide variety of inorganic chemicals at elevated or cryogenic temperatures. Type 6 contains slightly more nickel and adds molybdenum to give it better corrosion resistance in chloride and sulfuric acid environments. CARBON STEEL Channels made from high-quality carbon steel are continuously roll formed to precise dimensions. By cold working the steel mechanical properties are increased, allowing lightweight structures to carry the required load. Corrosion resistance of carbon steel varies widely with coating and alloy. See "Finishes" for more detailed information. 2

22 Finishes Zinc Coating PHD offers basic forms of zinc coating on its products: ) Electro-Galvanized (Electro-Plated Zinc) 2) Pre-Galvanized ) Hot-Dip Galvanized Note: The corrosion resistance of zinc is based on its thickness, the environment and the coating process used. The acceptability of galvanized coatings at temperatures above 450 is at the discretion of the end user. For best results, a zinc rich paint should be applied to field cuts. The zinc rich paint will provide immediate protection for these areas and eliminate the short time period for galvanic action to "heal" the damaged coating. Zinc offers two types of protection: Barrier: The zinc coating protects the steel substrate from direct contact with the environment Sacrificial: The zinc coating will protect scratches, cut edges, etc. through an anodic sacrificial process. Electro-Galvanized (ASTM B6 SC & SC) EG This type of coating is recommended for use indoors in relatively dry areas. The steel is submersed in a bath of zinc salts, through the process of electrolysis, a coating of pure zinc adheres to the steel with a molecular bond. A maximum of 0.5 mils of zinc per side can be applied using this method. SC (Mild) is the standard finish thickness which has a Zinc coating of 0.2 mils per side. SC (Severe) has a Zinc coating of 0.5 mils per side. Pre-Galvanized (ASTM A65 COATING G90) PG This type of coating is suitable for extended exposure in dry or mildly corrosive atmospheres but not generally recommended for use outdoors in industrial environments. Also known as mill galvanized or hot-dipped mill galvanized, pre-galvanized zinc coatings are produced by rolling the steel coils or sheets through molten zinc, at the steel mill, the material is then cut or slit to size. Zinc near the uncoated edges or weld areas becomes a sacrificial anode which protects the bare areas. The pre-galvanized material conforms to ASTM A65 with a G90 zinc coating. The zinc thickness per side is nominally 0.75 mils thick or 0.45 oz/sq. ft. Hot-Dip Galvanized (ASTM A2) HDG Recommended for prolonged outdoor exposure and will usually protect steel in most atmospheric environments. After fabrication the part is immersed in a bath of molten zinc. A metallurgical bond is formed resulting in a zinc coating that coats all surfaces including edges. Please note that some items cannot be hot-dipped galvanized due to design, tolerances, or threaded components. Check with the PHD factory or your local representative when questionable. Threaded components on hot dipped galvanized products will be electro-plated. Life of Protection vs. Thickness of Zinc and Type of Atmosphere The hot-dip galvanized coating is typically 2.6 mils or.5 oz/sq. ft. per side. As shown in the graph at left, when the zinc coating is double, the service life is double under most conditions. Comparison of Zinc Finishing Finish Zinc Thickness (mils) Hot-Dip Galvanized 2.6 Pre-Galvanized 0.75 Electro-Galvanized (SC) 0.2 Electro-Galvanized (SC)

23 Finishes Plain finish designation means that the channel retains the oiled surface applied to the raw steel during the rolling process. The fittings have the original oiled surface of the bar stock material. PLAIN PL PHD offers a polyester powder coating that utilizes powder material conforming to ASTM D45. It is applied by means of an electrostatic spray at ambient temperature. powder Coating PTD PVC coating helps reduce noise and protect the pipe or tubing from the metal surface of the hanger. Corrosion resistance protection is minimal. PVC Coating PVC Designed for use with copper tubing. This coating provides a better level of corrosion resistance than the traditional copper plated finish. It also acts as a protective barrier, avoiding contact between dissimilar metals. The copper color epoxy powder is applied by an electrostatic method, and the coated parts are baked at 80 degrees for 20 minutes. COPPER COLOR EPOXY FINISH CCEF 2

24 Channel CHANNEL GREEN QUALITY: POLYESTER Powder Properties Test Method Powder Properties Tolerances ASTM D45 (8.0) Specific Gravity. ± 0.0 ASTM D45 (8.0) Theoretical Coverage ± 4.0 FT 2 /Lb/Mil. ASTM D45 () Volatile Content Max. 2.5% ASTM D45 () Storage Temperature Max 80 o F Coating Properties All tests performed on Substrate 0.02 CRS Pretreatment Bonderite 000 Test Coating Tolerances/ Method Properties Specifications ASTM D52 Gloss 20 o /60 o ASTM D2454 Over Bake Resistance Time 00% ASTM D6 Pencil Hardness H - 2H ASTM D2794 (Modified) Direct Impact (Gardner) 80 in. Lbs. ASTM D2794 (Modified) Reverse Impact (Gardner) 80 in. Lbs. ASTM D59 Adhesion (Cross Hatch) Pass No Adhesion Loss ASTM D522 Flexibility (Mandrel) /8 Bend No Fracture ASTM B7 Salt Spray 000 Hrs. ASTM D2247 Humidity 500 Hrs. Application Test Method Application Cure Schedule Electrostatic Spray Ambient Temperature 90 o C (75 o F) Recommend Minimum Film Thickness.5 24

25 Channel Selection Chart Figure Material See Page Number Width Height Size Number /8-5/8 2 Ga /8-5/8 4 Ga /8 /6 2 Ga /8 /6 4 Ga /8 2 Ga /8 -/4 2 Ga /8 2-7/6 2 Ga /8 -/8 2 Ga. 40 Channel PHD's metal framing channel is cold formed on our modern rolling mills from 2 Ga., 4 Ga., and 6 Ga., low carbon steel strips. A continuous slot with interned lips provides the ability to make attachments at any point. Lengths Standard lengths are 0' (.05m) and 20' (6.09m) with length tolerance of ±/8" (±.2mm). Custom lengths are available upon request. Design Load (Steel & Stainless Steel) The design loads given for strut beam loads are based on a simple beam condition using an allowable stress of 25,000 psi (72.7mPa). This allowable stress results in a safety factor of.68. This is based upon virgin steel minimum yield strength of,000 psi (227.5mPa) cold worked during rolling to an average yield stress of 42,000 psi (289.58mPa). For aluminum channel loading multiple steel loading by a factor of 0.8. Long Slots Slots /2 (0.2) 9 /6 (4.29) (4.) /2 (2.70) (76.20) (25.40) (4.) /2 (2.70) /8 (28.58) PHD's slotted series of channels offer full flexibility. A variety of pre-punched slot patterns eliminate the need for precise field measuring for hole locations. Slots offer wide adjustments in the alignment and bolt sizing. 2 (50.80) Holes (4.29) 9 /6 Dia. Holes Knockouts (22.2) 7 /8 Dia. Knockouts (4.) 5 /6 (2.8) 7 /8 TYP. (47.6) A variety of pre-punched 9/6" (4.mm) diameter hole patterns are available in PHD channels. These hole patterns provide an economical alternative to costly field drilling required for many applications. (76.20) 6 (52.40) PHD Channels are furnished with 7/8" (22.2mm) knockouts on 6" (52 mm) centers, allowing for perfect fixture alignment on spans up to 20' (6.09m). Unless otherwise specified, all dimensions on drawings and in charts are in inches and dimensions shown in parentheses are in millimeters. 25

26 Channel " X " X 2 Gauge 7 /8 9 /2.906 /8 Y X X.79 Y ORDERING: Specify Figure No., finish and number of feet. Fig. Number 0 ft. 20 ft. Type - Description Weight Per Foot (in Lbs.) Bundle Qty. 0 ft. 20 ft No Openings A 002A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 02A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 022A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers Available in aluminum and stainless steel. Price on request. To order aluminum, add suffix AL to fig. number. To order stainless steel, specify 04 or 6 and add suffix SS to fig. number /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP / /8 Dia. Knockouts /2 6 26

27 Channel Elements of Selection X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 00A *.0 260* " 00A *.0 260* " 00A * * " 00A *.0 260* " 00A * * " 00A * * " 00A " 00A " 00A " 00A " 00A " 00A " 00A " 00A " 00A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice For Fabricated Channels, reduce beam load values as follows: 0 & 02 5% 02 & 022 0% 0 & 02 0% 04 & 042 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding. 27

28 Channel 0-42 " X " X 4 Gauge /8 7 /8 9 /2.906 Y X X.79 Y Fig. Number 0 ft. 20 ft. Type - Description Weight Bundle Qty. Per Foot (in Lbs.) 0 ft. 20 ft. ORDERING: Specify Figure No., finish and number of feet No Openings A 02A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 2A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 22A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP. -2 / /8 Dia. Knockouts /2 6 28

29 Channel Elements of Selection 0-42 X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 0A *.0 750* " 0A *.0 750* " 0A * * " 0A *.2 750* " 0A " 0A " 0A " 0A " 0A " 0A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice. For Fabricated Channels, reduce beam load values as follows: & 2 5% 2 & 22 0% & 2 0% 4 & 42 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding. 29

30 Channel " X /6" X 2 Gauge 7 /8 9 /2.470 Y /8 /6 /6 X X /6.42 Y ORDERING: Specify Figure No., finish and number of feet. Fig. Number Weight Bundle Qty. Type - Description Per Foot 0 ft. 20 ft. (in Lbs.) 0 ft. 20 ft No Openings A 202A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 22A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 222A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP / /8 Dia. Knockouts /2 6 0

31 Channel Elements of Selection X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 20A *.0 270* " 20A * * " 20A " 20A " 20A " 20A " 20A " 20A " 20A " 20A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice. For Fabricated Channels, reduce beam load values as follows: 2 & 22 5% 22 & 222 0% 2 & 22 0% 24 & 242 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding.

32 Channel 0-42 " X /6" X 4 Gauge 7 /8 9 /2.470 Y /8 /6 /6 X X /6.42 Y Fig. Number 0 ft. 20 ft. Type - Description Weight Bundle Qty. Per Foot (in Lbs.) 0 ft. 20 ft No Openings ORDERING: Specify Figure No., finish and number of feet. 0A 02A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 2A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 22A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers Available in aluminum and stainless steel. Price on request. To order aluminum, add suffix AL to fig. number. To order stainless steel, specify 04 or 6 and add suffix SS to fig. number /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP. -2 / /8 Dia. Knockouts /2 6 2

33 Channel Elements of Selection 0-42 X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 0A *.0 870* " 0A * * " 0A " 0A " 0A " 0A " 0A " 0A " 0A " 0A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice. For Fabricated Channels, reduce beam load values as follows: & 2 5% 2 & 22 0% & 2 0% 4 & 42 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding.

34 Channel " X " X 2 Gauge 7 /8 9 /2.577 Y /8 X X.42 Y Fig. Number 0 ft. 20 ft. Type - Description Weight Bundle Qty. Per Foot (in Lbs.) 0 ft. 20 ft No Openings ORDERING: Specify Figure No., finish and number of feet. 40A 402A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 42A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 422A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP / /8 Dia. Knockouts /2 6 4

35 Channel Elements of Selection X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 40A *.0 590* " 40A * * " 40A " 40A " 40A " 40A " 40A " 40A " 40A " 40A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice. For Fabricated Channels, reduce beam load values as follows: 4 & 42 5% 42 & 422 0% 4 & 42 0% 44 & 442 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding. 5

36 Channel " X /4" X 2 Gauge /8 7 /8 9 /2.740 Y /4 /4 X X Y.50 /4 Fig. Number Weight Bundle Qty. Type - Description Per Foot 0 ft. 20 ft. (in Lbs.) 0 ft. 20 ft No Openings ORDERING: Specify Figure No., finish and number of feet. 50A 502A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 52A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 522A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers Available in stainless steel. Price on request. To order stainless steel, specify 04 or 6 and add suffix SS to fig. number /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP /2 7 /8 Dia. Knockouts /2 6 6

37 Channel Elements of Selection X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 50A *.0 50* " 50A *.02 50* " 50A *.04 50* " 50A *.08 50* " 50A *.4 50* " 50A " 50A " 50A " 50A " 50A " 50A " 50A " 50A " 50A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice. For Fabricated Channels, reduce beam load values as follows: 5 & 52 5% 52 & 522 0% 5 & 52 0% 54 & 542 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding. 7

38 Channel " X 2 7 /6" X 2 Gauge /8 7 /8 9 /2.25 Y 2 7 /6 2 7 /6 X X Y /6 Fig. Number Weight Bundle Qty. Type - Description Per Foot 0 ft. 20 ft. (in Lbs.) 0 ft. 20 ft No Openings ORDERING: Specify Figure No., finish and number of feet. 60A 602A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 62A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 622A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers Available in stainless steel. Price on request. To order stainless steel, specify 04 or 6 and add suffix SS to fig. number /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP / /8 Dia. Knockouts /2 6 8

39 Channel Elements of Selection X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 60A *.0 880* " 60A *.0 880* " 60A *.0 880* " 60A * * " 60A *. 847* " 60A " 60A " 60A " 60A " 60A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice. For Fabricated Channels, reduce beam load values as follows: 6 & 62 5% 62 & 622 0% 6 & 62 0% 64 & 642 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding. 9

40 Channel " X /8" X 2 Gauge /8 7 /8 9 /2.750 Y /8 /8 X X.625 Y /8 Fig. Number Weight Bundle Qty. Type - Description Per Foot 0 ft. 20 ft. (in Lbs.) 0 ft. 20 ft No Openings ORDERING: Specify Figure No., finish and number of feet. 70A 702A Welded Back to Back With /8" X 9 /6" slots on 2" centers A 72A Welded Back to Back With 9 /6" dia. holes on 7 /8" centers A 722A Welded Back to Back With " slots With 7 /8" Knockouts on 6" centers /6 9 /6 Dia. Holes /2 /8 2 5 /6 7 /8 TYP / /8 Dia. Knockouts /2 6 40

41 Channel Elements of Selection X-X Axis Y-Y Axis Area of Moment Section Radius of Moment Section Radius of Figure Section of Inertia Modulus Gyration of Inertia Modulus Gyration Number Inches 2 Inches 4 Inches Inches Inches 4 Inches Inches A Modules of Elasticity: 29,500,000 PSI Beam & Column Loads Beam Span Maximum Uniform Load Deflection Uniform Load Figure or Unbraced Column 25,000 25,000 /240 Span Number Column Height (in Lbs.) (in Lbs.) (in Inches) (in Lbs.) " 70A *.0 220* " 70A * * " 70A * * " 70A " 70A " 70A " 70A " 70A " 70A " 70A Beam Loads Loads listed are uniformly distributed, for loads concentrated at center of span multiply uniform load by.5 and multiply the deflection by.8. When deflection is not a factor use stress of 25,000 PSI. When deflection is a factor use deflection of /240 Span. *Failure determined by weld shear. Column Loads Column loadings are for allowable axial loads for the unsupported heights listed and include a K value of.80. If eccentric, loads should be reduced according to standard practice. For Fabricated Channels, reduce beam load values as follows: 7 & 72 5% 72 & 722 0% 7 & 72 0% 74 & 742 5% TECHNICAL DATA SPOT WELDING Resistance welding of back to back strut channel is accomplished by way of an AC powered press type spot welder. This equipment produces a series of spot welds from 2-/2" to " apart continuously down the length of the channel. Consistency is maintained by the use of a highly sophisticated constant current weld control. This processor is capable of maintaining weld sequence, duration and current control along with other variables. Any deviations in the programmed parameters will issue forth an alarm or shut down fault, which is then investigated. Weld quality is tested every welds through the use of a destructive test method. Through the use of modern technology, destructive and non-destructive testing, the quality of strut can be maintained. Spot weld strut is fabricated in accordance with the R.W.M.A. guidelines for resistance welding. 4

42 Strut Channel Channel Combinations 000 A 000 B 000 C 000 D 000 E- 000 F- 000 G- 000 H- 000 I-4 00 A 00 B 00 C 00 D 200 A 00 A 400 A A 800 A 500 A 600 A 950 & Series Series Series Series Series 500 Series 600 Series 700 Series 800 Series 42

43 Strut Clamps I.P. Pipe Clamp Max. Rec. Fig. Pipe O.D. Std. Material Loads (in Lbs.) Wt. Each Number Size Size Package Size (in Lbs.) X Y Z 200 / Ga / Ga / Ga Ga / Ga / Ga / Ga /2 2 7 / Ga / Ga / Ga /2 25 Ga Ga /8 25 Ga /8 25 Ga /4 25 Ga /4 25 Ga Available in aluminum and stainless steel. Price on request. To order aluminum, add suffix AL to fig. number. To order stainless steel, specify 04 or 6 and add suffix SS to fig. number. Universal Pipe Clamp for EMT, IMC & GRC Fig. Nominal O.D. Size Std. Material Max. Rec. Loads (in Lbs.) Wt. Each Number Size Range Package Size X Y Z (in Lbs.) 20 /8.557 to Ga /2.706 to Ga /4.922 to Ga to Ga /4.50 to Ga /2.740 to Ga to Ga ORDERING: Specify figure number and nominal size MATERIAL: Low carbon steel FINISH: Electro-galvanized ORDERING: Specify figure number and pipe size MATERIAL: Low carbon steel FINISH: Electro-galvanized EMT Conduit Clamp Fig. EMT Std. Material Max. Rec. Loads (in Lbs.) Wt. Each Number Size Package Size X Y Z (in Lbs.) 220 / Ga / Ga / Ga Ga / Ga / Ga Ga ORDERING: Specify figure number and EMT size. MATERIAL: Low carbon steel FINISH: Electro-galvanized 4

44 Strut Clamps MATERIAL: Low carbon steel FINISH: Copper Color Epoxy Finish ORDERING: Specify figure number and tube size APPLICATION: For use with No-Hub Cast Iron Soil Pipe Fig. Number MATERIAL: Low carbon steel FINISH: Electro-galvanized ORDERING: Specify figure number and O.D. tube size. 44 No-Hub Cast Iron Soil Nom. Pipe Size 2006 / Copper Tubing Clamp Max. Rec. Fig. Tube Std. Material Loads (in Lbs.) Wt. Each Number Size Package Size X Y Z (in Lbs.) 20 / Ga / Ga / Ga / Ga Ga / Ga / Ga Ga / Ga Ga / Ga Ga Ga Ga O.D. Tube Clamp Max. Rec. Fig. O.D. Std. Material Loads (in Lbs.) Wt. Each Number Size Package Size X Y Z (in Lbs.) 240 / Ga / Ga / Ga / Ga / Ga / Ga Ga / Ga / Ga / Ga / Ga Ga / Ga / Ga Ga / Ga / Ga / Ga / Ga / Ga Ga / Ga / Ga / Ga /8 50 Ga /4 50 Ga /8 50 Ga /8 50 Ga /4 25 Ga /8 25 Ga /8 25 Ga /4 25 Ga /8 25 Ga Ga /8 25 Ga

45 Strut Clamps O.D. Tube Clamp - Cont d. Max. Rec. Fig. O.D. Std. Material Loads (in Lbs.) Wt. Each Number Size Package Size X Y Z (in Lbs.) /4 25 Ga /8 25 Ga /2 25 Ga /8 25 Ga /4 25 Ga /8 25 Ga Ga /8 25 Ga /4 25 Ga /8 25 Ga /2 25 Ga /4 25 Ga /8 25 Ga Ga /8 25 Ga /4 25 Ga /8 25 Ga /2 25 Ga /8 25 Ga /4 25 Ga /8 25 Ga Ga /8 25 Ga /4 25 Ga /8 25 Ga /2 25 Ga Available in aluminum and stainless steel. Price on request. To order aluminum, add suffix AL to fig. number. To order stainless steel, specify 04 or 6 and add suffix SS to fig. number. Clamp With Cushion Fig. O.D. Size Nom. Tube Std. Wt. Each Number A Size B C D Package (in Lbs.) 250 /4 /8 /6.060 / /8 /4 / / /2 /8 /8.060 / /8 /2 / / /4 5 /8 /4.075 / /8 /4 7 /8.075 / /8 2 /6.075 / /8 /4 2 7 /6.075 / / / /8 2 / / /8 2 /2 7 /8.05 / /8 4 5 /6.05 / /8 4 5 / / suffix SS to fig. number. Price on request MATERIAL: Low carbon steel FINISH: Electro-galvanized ORDERING: Specify figure number and O.D. tube size A B C D MATERIAL: Low carbon steel and thermoplastic elastomer FINISH: Western gold ORDERING: Specify figure number and O.D. size. MATERIAL: EPDM STOCK: Thickness: /8 Length: 25 ft./box ORDERING: Specify figure number and number of feet. Cushion Material 2600 Service Temp: -70 to 50 F Weight per ft:.02 5/8 /6 45

46 Strut Nuts 00-0 MATERIAL: Low carbon steel FINISH: Electro-galvanized ORDERING: Specify figure number and thread size. 0- MATERIAL: Low carbon steel FINISH: Electro-galvanized ORDERING: Specify figure number and thread size MATERIAL: Low carbon steel FINISH: Electro-galvanized Strut Nut without Spring Fig. Thread Std. Weight Each Number Size Package Thickness (in Lbs.) 00 # / # / # / * /4 00 / /6 00 / * /8 00 / /6 00 / * /2 00 / /8 00 /2. 00 /4 00 / /8 00 /2. Available in stainless steel. To order, specify 6 and add *Available in aluminum. To order, add suffix AL to fig. number. Price on request. Strut Nut with Spring Fig. Thread Std. Weight Each Number Size Package Thickness (in Lbs.) 0 # / # / # / * /4 00 / /6 00 / * /8 00 / /6 00 /8.0 08* /2 00 / /8 50 /2.5 0 /4 50 /2.5 7 /8 50 /2.5 Available in stainless steel. To order, specify 6 and add *Available in aluminum. To order, add suffix AL to fig. number. Price on request. Strut Nut with Short Spring Fig. Thread Std. Weight Each Number Size Package Thickness (in Lbs.) 20 # / # / # / /4 00 / /6 00 / /8 00 / /6 00 / /2 00 / /8 50 / /4 50 /8.0 ORDERING: Specify figure number and thread size. 46

47 Strut Nuts Strut Nut with Long Spring Fig. Thread Std. Weight Each Number Size Package Thickness (in Lbs.) 0 # / # / # / /4 00 / /6 00 / /8 00 / /6 00 / /2 00 / /8 50 /2.5 0 /4 50 /2.5 7 /8 50 /2.4 ORDERING: Specify figure number and thread size. Shallow Strut Nut without Spring 0- MATERIAL: Low carbon steel FINISH: Electro-galvanized 5-5 Fig. Thread Std. Weight Each Number Size Package Thickness (in Lbs.) 5 /2 00 / /8 00 /8. 5 /4 00 /8.09 ORDERING: Specify figure number and thread size. MATERIAL: Low carbon steel FINISH: Electro-galvanized Squeeze Nut Fig. Thread Std. Wt. Each Number Size Package (in Lbs.) 404 / / / ORDERING: Specify figure number and thread size. NOTE: Fits all profiles of strut MATERIAL: Low carbon steel FINISH: Electro-galvanized 47

48 Continuous Concrete Insert " X /8" X 2 Gauge " X /6" X 2 Gauge /6 /8 2 9 /6 8 /6 /6 2 5 /6 8 7 /8 /6 Dia. nail holes MATERIAL: Low carbon steel FINISH: Pre-galvanized ORDERING: Available in various lengths. Specify length and figure number. Fig. Length Max. Rec. Wt. Bundle Number (feet) Load/Lbs./ft. Per Foot Qty Note: Furnished with styrofoam filler " X " X 2 Gauge 4 7 /8 4 /6 Dia. nail holes MATERIAL: Low carbon steel FINISH: Pre-galvanized ORDERING: Available in various lengths. Specify length and figure number. Fig. Length Max. Rec. Wt. Bundle Number (feet) Load/Lbs./ft. Per Foot Qty Note: Furnished with Expanded Polyethylene filler for clean and easy removal " X " X 2 Gauge /6 /6 8 8 /8 2 /4 7 /8 4 4 /6 Dia. nail holes MATERIAL: Low carbon steel MATERIAL: Low carbon steel FINISH: Pre-galvanized FINISH: Pre-galvanized ORDERING: Available in various lengths. Specify ORDERING: Available in various lengths. Specify length and figure number. length and figure number. Fig. Length Max. Rec. Wt. Bundle Number (feet) Load/Lbs./ft. Per Foot Qty Note: Furnished with styrofoam filler. Fig. Length Max. Rec. Wt. Bundle Number (feet) Load/Lbs./ft. Per Foot Qty Note: Furnished with styrofoam filler. 7 /8 48

49 End Caps & Closures Type A End Caps Fig. Std. Use With Wt. Each Number Package Fig. Numbers (in Lbs.) & & & MATERIAL: Low carbon steel Type B End Caps Fig. Std. Use With Wt. Each Number Package Fig. Numbers (in Lbs.) MATERIAL: Low carbon steel Available in stainless steel. To order, specify 04 or 6 and add Safety End Caps Fig. Std. Use With Wt. Each Number Color Package Fig. Numbers (in Lbs.) 4475 Red & White & Yellow & Gray & Black & Red & White & Yellow & Gray & Black & Red White Yellow Gray Black Closure Strip Fig. Std. Wt. Each A B C Material Number Length (feet) (in Lbs.) /6 /2 9 /2 0 Plastic Black /2 /8 7 /6 0 Plastic Grey /2 /8 7 /6 0 Plastic Green /2 7 /6 7 /2 0 Steel Plain /2 7 /6 7 /2 0 Steel PG /2 7 /6 7 /2 0 Steel Green /6 5 /2 /2 0 Aluminum Plain C /4 A /8 2 7 / MATERIAL: PVC ORDERING: Specify figure number B 49

50 Flat Plate Fittings Square Washer No Turn Square Washer Fig. Rod Std. Wt. Each Number Size Package (in Lbs.) 5000 / / / / / X ORDERING: Specify figure number and rod size. Fig. Rod Std. Wt. Each Number Size Package (in Lbs.) 5005 / / / / / X ORDERING: Specify figure number and rod size Hole Splice Plate Hole Splice Plate B B C C Fig. Length Std. Wt. Each Number B C Package (in Lbs.) 500 /2 7 / /8 2 / / X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end Fig. Length Std. Wt. Each Number B C Package (in Lbs.) 50 5 /8 7 / / X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end 50

51 Flat Plate Fittings Hole Splice Plate Hole Splice Plate /4 7 /4 / X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Splice Plate Hole Swivel Plate 9 /8 5 /8 5 / X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers X HOLE DIM: 9 /6 dia. /6 from end 5

52 Flat Plate Fittings 502 -Hole Swivel Plate Hole Corner Plate /2 5 /8 7 /8 / X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Corner Plate Hole Tee Plate /2 5 /8 5 /8 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 52

53 Flat Plate Fittings Hole Cross Plate Hole Corner Gusset Plate /2 /2 5 /8 5 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Corner Gusset Plate Hole Corner Gusset Plate 5 /8 5 /8 /2 5 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 5

54 Flat Plate Fittings Hole Tee Gusset Plate Hole Tee Gusset Plate /2 /2 /2 5 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Tee Gusset Plate HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Tee Gusset Plate 5 /8 9 /8 5 /8 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 54

55 Flat Plate Fittings Hole Cross Gusset Plate Hole Cross Gusset Plate 9 /8 5 /8 9 /8 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 55

56 90 Fittings Hole Angle 50 2-Hole Corner Angle B 7 /8 Fig. Length Std. Wt. Each Number B Package (in Lbs.) 50 7 / / / / X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end 52 2-Hole Corner Angle Hole Corner Angle B 7 /8 2 /6 7 / X HOLE DIM: 9 /6 dia. /6 from end Fig. Length Std. Wt. Each Number B Package (in Lbs.) / X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end 56

57 90 Fittings 59 No-Turn 2-Hole Corner Angle 520 -Hole Corner Angle / / X X HOLE DIM: 9 /6 dia. /6 from end HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 52 -Hole Corner Angle 522 -Hole Corner Angle 4 /6 5 /6 7 / X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 57

58 90 Fittings 52 -Hole Corner Angle 50 4-Hole Corner Angle /2 /4 2 4 / X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 5 4-Hole Corner Angle 55 4-Hole Corner Angle /6 7 /8 2 /4 / X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end on centers 58

59 90 Fittings 540 & 545 -Hole Offset Bent Angle Fig. 540 Right Fig. 545 Left 54 & 546 -Hole Offset Bent Angle Fig. 54 Right Fig. 546 Left 7 /8 /4 7 /8 /2 Right Hand Shown Right Hand Shown 2 /6 2 / HOLE DIM: 9 /6 dia. /6 from end on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 548 -Hole Offset Bent Tee Hole Offset Bent Tee 2 5 /8 4 7 /8 2 / HOLE DIM: 9 /6 dia. /6 from end HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 59

60 90 Fittings Fig. 555 Right Fig. 556 Left 555 & Hole Offset Bent Tee Hole Offset Bent Tee 2 /6 5 /8 2 /6 /4 Right Hand Shown /2 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 565 Universal Shelf Bracket HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 566 Universal Welded Shelf Bracket 4 /8 4 /8 4 /8 4 /8 7 /8 7 / HOLE DIM: 9 /6 dia. /6 from end HOLE DIM: 9 /6 dia. /6 from end 60

61 90 Fittings 570 & Hole Corner Gusset 57 & Hole Corner Gusset Fig. 570 Right Fig. 575 Left Fig. 57 Right Fig. 576 Left 5 /6 /2 /2 4 /6 Right Hand Shown 7 /8 Right Hand Shown HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 580 -Hole Gussetted Shelf Angle HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Gussetted Shelf Angle /2 /2 2 5 /6 4 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 6

62 90 Fittings Hole Gussetted Shelf Angle Hole Gussetted Shelf Angle 5 /8 5 /8 4 /8 5 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Joint Angle Connector Hole Joint Angle Connector /2 /2 /2 /2 2 /4 4 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 62

63 90 Fittings Fig. 520 Right Fig. 52 Left 520 & 52 6-Hole Gussetted Corner Connector / Hole Adjustable Corner Angle 2 5 /8 9 /6 4 /6 /2 X 9 /6 Slot 2 5 /8 Right Hand Shown HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Adjustable Corner Angle X HOLE DIM: 9 /6 dia. /6 from end Hole Adjustable Corner Angle 2 5 /8 2 /8 9 /6 /2 X 9 /6 Slot 6 7 /8 2 9 /6 X 9 /6 Slot 7 / X HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end 6

64 90 Fittings Hole Adjustable Corner Angle Hole Adjustable Corner Angle 2 /8 /2 2 /4 4 7 /8 /2 /2 2 9 /6 X 9 /6 Slot 2 9 /6 X 9 /6 Slot X HOLE DIM: 9 /6 dia. /6 from end 520 -Hole Adjustable Corner Angle HOLE DIM: 9 /6 dia. /6 from end Hole Adjustable Corner Angle 2 5 /8 /2 X 9 /6 Slots /2 X 9 /6 Slot 7 /8 / /8 7 / X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 64

65 90 Fittings Hole Adjustable Corner Angle Hole Tapped Corner Angle 5 /6-8 Tapped /2 X 9 /6 Slots 7 /8 /4 8 5 /8 6 7 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers X HOLE DIM: 9 /6 dia. /6 from end Hole Bus Duct Angle /2 7 / X HOLE DIM: 9 /6 dia. 65

66 Angle Fittings /6 B o /4 2-Hole Open Angle Connector Fig. Angle Std. Wt. Each Number B o Package (in Lbs.) 50 7 / / / / / / X ORDERING: Specify figure number and angle B. HOLE DIM: 9 /6 dia. /6 from end Hole Open Angle Connector /2 B o /2 Fig. Angle Std. Wt. Each Number B o Package (in Lbs.) / / / / / / X ORDERING: Specify figure number and angle B. HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 66

67 Angle Fittings 2-Hole Closed Angle Connector Fig. Angle Std. Wt. Each Number B o Package (in Lbs.) / / / / B o /4 2 /4 X ORDERING: Specify figure number and angle B. HOLE DIM: 9 /6 dia. /6 from end 4-Hole Closed Angle Connector Fig. Angle Std. Wt. Each Number B o Package (in Lbs.) / / / / B 4 o 9 /6 4 9 /6 X ORDERING: Specify figure number and angle B. HOLE DIM: 9 /6 dia. /6 from end 67

68 Braces B X 2-Hole 45 Knee Brace Fig. Length Std. Max Rec. Load Wt. Each Number B Package (in Lbs.) (in Lbs.) Bulk Bulk ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end B /4 2-Hole 45 Tubing Knee Brace Fig. Length Std. Max Rec. Load Wt. Each Number B Package (in Lbs.) (in Lbs.) Bulk Bulk Bulk Bulk Bulk Bulk Bulk Bulk ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end B 2-Hole Straight Tubing Brace Fig. Length Std. Wt. Each Number B Package (in Lbs.) Bulk Bulk Bulk Bulk Bulk Bulk Bulk Bulk Bulk Bulk Bulk 6.70 ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end 68

69 U Fittings 550 -Hole U Support Hole U Support /6 5 /2 5 / X HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end Hole U Support Hole U Support 2 7 /6 /4 5 /2 5 / X HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end 69

70 U Fittings Hole U Support 55 -Hole U Support 4 7 /8 5 / X HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end 55 -Hole U Support Hole U Support 7 /8 5 / X HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end 70

71 U Fittings Slotted -Hole U Support 554 Stud Ring Connector 2 /2 2 /2 B /2 X 9 /6 Slots Fig. Length Std. Wt. Each Number B Package (in Lbs.) / / / X HOLE DIM: 9 /6 dia HOLE DIM: 9 /6 dia Stud Ring Connector Stud Ring Connector 2 /2 2 /2 2 /2 2 / HOLE DIM: 9 /6 dia. HOLE DIM: 9 /6 dia. 7

72 Z Fittings Hole Offset Z Support Hole Z Support For #200 Strut 2 /8 /2 /2 / X HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end Hole Z Support For #500 Strut Hole Z Support For #600 Strut /2 /2 /2 2 7 / X HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end 72

73 Z Fittings Hole Z Support For #000 Strut Hole Offset Z Support /4 /2 5 / X HOLE DIM: 9 /6 dia. /6 from end Hole Z Support / X HOLE DIM: 9 /6 dia. /6 from end Hole Z Bus Duct Connection 4 7 /8 /2 /2 B X HOLE DIM: 9 /6 dia. /6 from end Fig. Length Std. Wt. Each Number B Package (in Lbs.) / / / X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end 7

74 Z Fittings 5565 Tapped Z Support Hole Z Support /2 B 5 /6-8 Tapped Hole X HOLE DIM: 9 /6 dia. /6 from end Fig. Length Std. Wt. Each Number B Package (in Lbs.) X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end Hole Sheath Corner Connection 5580 Channel Hanger For #000 Strut /2 /6 9 /2 Dia. Hole / X HOLE DIM: 9 /6 dia. /6 from end MATERIAL: Ga. 74

75 Z Fittings 558 Channel Hanger For #200 Strut 5582 Channel Hanger For #500 Strut /6 /6 9 /2 Dia. Hole /6 9 /2 Dia. Hole / MATERIAL: Ga MATERIAL: Ga. 558 Channel Hanger For #600 Strut 5590 Adjustable Offset Gussetted Z Support /2 5 /2 7 /8 2 9 /6 X 9 /6 Slot /6 7 /8 7 /8 9 /2 Dia. Hole 2 7 / MATERIAL: Ga HOLE DIM: 9 /6 dia. /6 from end 75

76 Wing Fittings Fig Right Fig. 560 Left 5600 & 560 -Hole Corner Connector Fig Right Fig Left 5605 & Hole Corner Connector 2 /6 2 /6 Right Hand Shown Right Hand Shown /6 /2 / X HOLE DIM: 9 /6 dia. /6 from end Fig. 560 Right Fig. 56 Left 560 & 56 5-Hole Corner Connector X HOLE DIM: 9 /6 dia. /6 from end Fig. 565 Right Fig. 566 Left 565 & Hole Corner Connector 5 /6 /2 5 /6 /2 Right Hand Shown 5 /8 Right Hand Shown X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers X HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 76

77 Wing Fittings Hole Double Corner Connector Hole Double Corner Connector 2 /6 5 /6 / HOLE DIM: 9 /6 dia. /6 from end Hole Double Corner Connector / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Double Wing Connector /2 5 /6 2 /6 5 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 5 7 / HOLE DIM: 9 /6 dia. /6 from end 77

78 Wing Fittings Hole Double Wing Connector Hole Double Wing Connector 5 /6 5 /6 2 5 /2 2 5 /2 5 7 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Triple Wing Connector 9 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Triple Wing Connector 2 /6 /4 5 /6 2 5 /2 5 / HOLE DIM: 9 /6 dia. /6 from end 2 5 /2 9 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 78

79 Wing Fittings Hole Triple Wing Connector Hole Gussetted Double Corner Connector 5 7 /6 5 / / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Gussetted Double Corner Connector Hole Gussetted Double Corner Connector 9 /6 /2 7 / / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 79

80 Clevis Fittings Hole U Washer Hole Splice Clevis For #200 & #00 Strut Hole Size A /2 /4 Fig. Hole Size Std. Wt. Each Number Size A Package (in Lbs.) 5700 /4 5 / /8 7 / /2 9 / /8 / /4 / MATERIAL: 0 gauge HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 570 -Hole Splice Clevis For #200 & #00 Strut Hole Splice Clevis For #200 & #00 Strut 5 /8 7 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 80

81 Clevis Fittings Hole Splice Clevis For #000 & #00 Strut Hole Splice Clevis For #000 & #00 Strut /2 7 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers Hole Clevis Hole Clevis /6 /2 7 /8 7 /8 B B /6 /6 Fig. Length Std. Wt. Each Number B Package (in Lbs.) / / / ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end Fig. Length Std. Wt. Each Number B Package (in Lbs.) ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end 8

82 Clevis Fittings Hole Clevis Hole Suspension Clevis 7 /8 7 /6 5 /6 29 /2 2 /2 7 / HOLE DIM: 9 /6 dia. /6 from end X HOLE DIM: 9 /6 dia. /6 from end Hole Suspension Clevis 7 /8 5 /6 2 / X HOLE DIM: 9 /6 dia. /6 from end 82

83 Miscellaneous Fittings 580 & 5802 Single Pipe Axle Support for /4" Pipe 580 & 5804 Single Pipe Axle Support for 2" Pipe Fig. 580 Right Fig Left Fig. 580 Right Fig Left 5 /8 5 /8 Right Hand Shown 5 /8 Right Hand Shown HOLE DIM: 9 /6 dia. /6 from end HOLE DIM: 9 /6 dia. /6 from end 582 Pipe Support Bracket Series Ladder Rungs /2 B X HOLE DIM: 9 /6 dia. /6 from end Fig. Length Std. Wt. Each Number B Package (in Lbs.) bulk 2.4 X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end 8

84 Brackets & Trolleys Wall Ladder Brackets Pipe Coupling Fitting C A B 2 2 /6 5 /8 Fig. Length Std. Wt. Each Number A B C Package (in Lbs.) /8 6 2 / /8 8 4 / / /8 2 8 / /8 4 0 /8 bulk.8 X ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. /6 from end Fig. Pipe Std. Wt. Each Number Size Package (in Lbs.) 585 / / X ORDERING: Specify figure number and pipe size. HOLE DIM: 9 /6 dia. /6 from end 5840 Trolley Beam Support 5845 Trolley Beam Joint Support () 9 /6 Dia. Hole 5 /6 () 9 /6 Dia. Hole 5 /6 2 /8 2 /8 (2) 7 /6 Dia. Holes (2) 7 /6 Dia. Holes /4 /2 /2 /2 Design Load (in Lbs.) Design Load (in Lbs.)

85 Brackets & Trolleys Stair Support /2 Stair Support 7 /8 7 /8 /6 /6 /2 /2 8 7 /8 45 o /4 8 7 /8 7 /2 o /4 /2 /2 /6 / X X Bearing Trolley Assembly Bearing Trolley Assembly /2 / Design Load FPM RPM (in Lbs.) Design Load FPM RPM (in Lbs.) Design Load based on use with PHD 000 Series Strut Channel Design Load based on use with PHD 000 Series Strut Channel HOLE DIM: 9 /6 dia. HOLE DIM: 9 /6 dia. 85

86 Post Bases 6005 Post Base for Strut 600 Post Base for Strut (4) Holes /4 Dia. (4) Holes /4 Dia /4 6 4 / HOLE DIM: 9 /6 dia. 605 Post Base for Strut HOLE DIM: 9 /6 dia Post Base for Strut (2) Holes /4 Dia. (4) Holes /4 Dia. /2 6 6 /4 8 / HOLE DIM: 9 /6 dia. HOLE DIM: 9 /6 dia. 86

87 Post Bases 6025 Post Base for Strut 600 Post Base for Strut (4) Holes /4 Dia. /2 (2) Holes /4 Dia. /2 6 4 /4 4 /4 6 6 /4 8 / HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 605 Post Base for Double Strut HOLE DIM: 9 /6 dia. /6 from end 7 /8 on centers 6040 Post Base for Double Strut (4) Holes /4 Dia. 6 (4) Holes /4 Dia HOLE DIM: 9 /6 dia. /6 from end 6 4 /4 4 / HOLE DIM: 9 /6 dia. /6 from end 87

88 Post Bases 6045 Post Base for Double Strut 6050 Post Base for Double Strut (2) Holes /4 Dia. (4) Holes /4 Dia. /2 6 6 /4 8 / HOLE DIM: 9 /6 dia. /6 from end 6060 Post Base for Double Strut HOLE DIM: 9 /6 dia. /6 from end 6065 Post Base for Double Strut (4) Holes /4 Dia. (2) Holes /4 Dia. /2 /2 4 /4 6 6 /4 4 /4 6 8 / HOLE DIM: 9 /6 dia. /6 from end HOLE DIM: 9 /6 dia. /6 from end 88

89 Post Bases 6080 Post Base for 5 8 Back to Back Strut 6095 Post Base for 5 8 Strut (4) Holes 7 /6 Dia. /2 /6 /6 5 / HOLE DIM: 9 /6 dia. /6 from end HOLE DIM: 9 /6 dia. 89

90 Brackets /6 C /4 6 /8 B Shelf Bracket / Fig. Length Uniform Load Std. Wt. Each Number B C (in Lbs.) Package (in Lbs.) 60 8 / / / Bulk / Bulk 2.95 Note: Load based on use with 2 ga. strut. /4 /6 /4 /4 ORDERING: Specify figure number and length B. /4 4 /8 602 /4 /4 /8 /4 62 /8 7 / Single Channel Bracket /6 C Shelf Bracket B /6 /4 /6 /4 /6 /4 625 Fig. Fig. Length Length Uniform Load Uniform Load Std. Wt. Each Number B B C C (in Lbs.) (in Lbs.) Package (in Lbs.) 62 6 / Bulk / Bulk / Bulk 4.90 Note: Load based on use with 2 ga. strut. Bulk packaging. ORDERING: Specify figure number and length B. 5 /4 / /4 /8 5 /4 7 /4 7 /4 624 /8 7 / Double Channel Bracket /6 2 /6 2 /8 4 5 /8 B 6 /4 4 5 /8 B Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Bulk Bulk Bulk 5.09 Note: Load based on use with 2 ga. PHD 000 series strut channel. ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Bulk Bulk Bulk Bulk Bulk.25 Note: Load based on use with 2 ga. PHD 000 series strut channel. ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. 90

91 Brackets Braced Single Bracket Braced Single Bracket 8 /4 B C B Right Hand Shown Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Fig. Fig. Length Length Uniform Load Uniform Load Std. Wt. Each Number B B C C (in Lbs.) (in Lbs.) Package (in Lbs.) Bulk /6 225 Bulk Bulk /6 225 Bulk 4.25 PHD 400 Series " profile 2 ga. strut channel used to fabricate this product /6 225 Bulk /6 225 Bulk / /6 275 Bulk /6 275 Bulk 2.04 ORDERING: Specify figure number and length B /6 275 Bulk 2.2 HOLE DIM: 9 /6 dia /6 250 Bulk /6 250 Bulk / / / Note: Load based on use with 2 ga. strut Interlocking Channel Bracket (Slot Up) /2 /4 B MATERIAL: 2 Ga. ORDERING: Specify figure number, R or L and length B Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Bulk Bulk 4.50 Note: Load based on use with 2 ga. PHD 000 series strut channel. ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. 9

92 Brackets Interlocking Channel Bracket (Slot Down) 6222 & 6224 Wrap-Around Channel Bracket (Slot Up) /2 /2 B /2 B Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Bulk Bulk 4.50 Note: Load based on use with 2 ga. PHD 000 series strut channel. ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. 622 & 624 Wrap-Around Channel Bracket (Slot Down) Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Note: Load based on use with 2 ga. PHD 000 series strut channel. ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia & 6248 Wrap-Around Channel Bracket (Slot Up) /2 B 5 /8 B Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Note: Load based on use with 2 ga. PHD 000 series strut channel. ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. Fig. Length Uniform Load Std. Wt. Each Number B (in Lbs.) Package (in Lbs.) Bulk Bulk 5.0 Note: Load based on use with 2 ga. PHD 000 series strut channel. ORDERING: Specify figure number and length B. HOLE DIM: 9 /6 dia. 92

93 Brackets 605 Single Channel Bracket Support For 00 & 0 Strut 60 Double Channel Bracket Support For 00A & 0A Strut Note: Load is in in.-lbs. and applies to fitting only, not strength of strut arm. Load rating is based on use with 2 gauge strut. If 4 gauge strut is used, load is reduced to 4400 in.-lbs. 5 7 /8 4 /4 Note: Load is in in.-lbs. and applies to fitting only, not strength of strut arm. Load rating is based on use with 2 gauge strut. If 4 gauge strut is used, load is reduced to 900 in.-lbs. 7 /2 4 /4 Fig. Uniform Load Std. Wt. Each Number in. - Lbs. Package (in Lbs.) HOLE DIM: 9 /6 dia. Fig. Uniform Load Std. Wt. Each Number in. - Lbs. Package (in Lbs.) HOLE DIM: 9 /6 dia. Beam Clamps 700 & 7002 Heavy Duty Beam Clamp Continuous Weld Beam Clamp B 5 /8" /4" 2 /2" A Tapped Hole Size Note: Includes Set Screw. Fig. Material Set Max. Rec. Std. Wt. Each Number A Size Screw Load/Lbs. Package (in Lbs.) 700 /8 /6 /2 X /2 /4 /2 X For beams between /4" & " thick flanges Fig. Rod Size Max. Rec. Max. Std. Wt. Each Number A B C D E Load/Lbs. Flange Package (in Lbs.) 7005 / /6-8 /4 50 / /8-6 5 /6-8 /4 50 / /8-6 /2- / /2 - /2-2 /2 2 5 / / C E D A MATERIAL: 700 & Low carbon steel Malleable iron 9

94 Beam Clamps 70 & 702 I Beam Clamp 7020 & 7025 I Beam Clamp *Max. load when used in pairs. *Max. load when used in pairs. /6 B /4 " Max. Flange Thickness Fig. Material Set Std. Max. Rec. Wt. Each Number Size Screw Package Load/lbs. (in Lbs.) 70 /4 702 /8 / *.26 / *.64 Note: Includes Set Screw. 9 /6 Hole Furnished on 7025 only C 2 Fig. Std. Max. Rec. Wt. Each Number B C Package Load/lbs. (in Lbs.) / * /2 / *.94 Note: Includes Set Screw. MATERIAL: /8 700 Z Beam Clamp *Max. load when used in pairs Beam Clamp *Max. load when used in pairs. 5 /8 /4 " Max. Flange Thickness 27 /2 Fig. Set Std. Max. Rec. Wt. Each Number Screw Package Load/lbs. (in Lbs.) 700 / *.6 Note: Includes Set Screw. Order /2" - X /4 HHCS and Strut Nut Separately MATERIAL: /8 Fig. Std. Max. Rec. Wt. Each Number Package Load/lbs. (in Lbs.) *.26 Note: Order /2" - X /4 HHCS and Strut Nut Separately X 94

95 Beam Clamps 2 / & 705 Square U-Bolt /8"-6 Hex Nuts Included 2 / Beam Clamp For use with Strut *Max. load when used in pairs. /8"-6 Threads /2 /4 /4 Fig. Length Std. Wt. Each Number B Package (in Lbs.) Fig. Set Std. Max. Rec. Wt. Each 7050 / Number Screw Package Load/lbs. (in Lbs.) / *.07 /2 MATERIAL: Low carbon steel Fig. Std. Max. Rec. Wt. Each Number Package Load/Lbs. (in Lbs.) * * *.2 *Max. load when used in pairs. /4" (9.05) Max. Flange Thickness Beam Clamp 7070 For use with -5/8 Strut 7075 For use with -/4 Strut 7076 For use with 500A or 600A Series Strut 2 /8 2 /8 2 /8 /8 5 /8 Dia. /8 Dia. 8-/4 /8 Dia. 95

96 Pipe Clamps One Hole Clamp For O.D. Tubing 770 Pipe Stop B /2 7 /6 Fig. Tubing Std. Wt. Each Number O.D. B Package (in Lbs.) 72 /4 / /6 / /8 / /2 / /8 / /4 5 / /8 / / MATERIAL: 4 Ga. ORDERING: Specify figure number and O.D. size Standard Pipe Strap Y Z C X B Max. Rec. Fig. Pipe Std. Material Loads (in Lbs.) Wt. Each Number Size B C Package Size X Y Z (in Lbs.) 725 /2 2 7 / /4 /6 725 / /4 / /2 5 / / /2 6 / / /2 7 5 / / / / / / / /6 0 7 /6 0 7 /6 0 7 /6 0 7 /6 0 7 /6 0 7 /6 0 7 /6 5 / / / / / / / / / / / / / MATERIAL: Low carbon steel FINISH: Electro-galvanized ORDERING: Specify figure number and pipe size. Available in stainless steel. To order, specify 04 or 6 and add suffix SS to fig. number. Price on request. 96

97 Pipe Rollers 7400 Separate Rollers Pipe Roller with Axle Fig. For Pipe Max. Rec. Load Std. Wt. Per Set Number Sizes (in Lbs) Package (in Lbs.) 7400 / sets.55 MATERIAL: Cast Aluminum Rolls w/steel bracket. Fig. For Pipe Max. Rec. Load Std. Wt. Each Number Sizes (in Lbs) Package (in Lbs.) MATERIAL: Cast Alum. Rolls w/steel bracket and axle Separate Rollers Rollers with Center Roller Fig. For Pipe Max. Rec. Load Std. Wt. Each Number Sizes (in Lbs) Package (in Lbs.) sets 4.0 MATERIAL: Cast Aluminum Rolls w/steel bracket. Fig. For Pipe Max. Rec. Load Std. Wt. Per Set Number Sizes (in Lbs) Package (in Lbs.) sets 5.70 MATERIAL: Cast Aluminum Rolls w/steel bracket. 97