Section Member. H (in.) WT. lb./ft. Pull Out Strength Slip Resistance Torque Size / Thread All Series
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1 Design Data Channel TABLE 1 Elements of Sections Properties for Design Single Channels Nominal Thickness (inches) ga = ga = ga = Double Channels LEGEND I Moment of inertia S Section Modulus r Radius of Gyration Z Nominal Axis A Area Section Member WT. H W A 2 I 4 XX AXIS S 3 r Z I 4 YY AXIS S 3 r Single Channel A B C D E H A B Double Channel A B C D E H A B TABLE 2 Pullout and Slip s for Steel Channel and Channel Nuts Channel Nuts Channel Pull Out Strength Slip Resistance Torque Size / Thread All Series lb. kn lb. kn lb. kn 1/ /16 18 A B00 3/8 16 C /2 13 D E00 5/8 11 H / / A00 5/ / B00 1/ For aluminum channel the pull out load is calculated by multiplying the appropriate data by 50%. For slip resistance multiply by 75%. Pullout and Slip s for Fiber Glass Channel and Channel Nuts Channel Nuts Size / Thread Channel All Series Pull Out Strength Slip Resistance Torque lb. kn lb. kn lb. kn 1/4 20 5/ /8 16 A /2 13 D A57
2 Design Data Channel TABLE 3 Design loads for channel used as beam or column BEAM LOADS Table 3 contains simple beam, uniformlydistributed loads calculated at 25,000 psi material stress. Beam loads are based on channel being loaded across the xx axis. s are also listed at re duced deflections for long spans. loads at 25,000 psi stress allowable deflections and maximum uniform loads for all spans at 25,000 psi material stress. Reduced load for all Deflection For moderate deflections on the longer spans, reduced loads are listed which will produce a de flec tion equal to of the span. When maximum loads do not induce deflections ex ceed ing x the span length reduced loads are not required. Reduced load for Deflection For very slight deflections on the longer spans, reduced loads are listed which will produce a de flec tion equal to of the span. When maximum loads do not induce deflections ex ceed ing x the span length reduced loads are not required. Concentrated loads To obtain values for concentrated loads from Table 3, multiply uniform load by 0.5 and deflection by Slotted, Punched, or KO Channel Reduce load rating by 5%. COLUMN LOADS Allowable column loads given are for uniform axial loading with pinned ends. For eccentric loading or other end conditions reduce allowable loads according to standard engineering practice. DYNAMIC LOADS Allowable dynamic loads may be calculated by dividing the static loads shown in Table 3, by beam and column loading for special materials is multiplied with the following factors: Channel Type Beam Type Column Stainless Steel 1 1 Aluminum Warning tables, charts and design criteria provided in this section are intended as guides only. Selection of proper product, installation intervals, erection, and placement are the responsibility of the user. Thomas & Betts reserves the right to change material and finish specifications without notice, to improve its products. Long span deep beams Support in a manner to prevent rotation at supports and tie between supports to prevent twist. A58
3 Design Data Channel TABLE 3 (cont d.) Single Channel Defl. Defl. Defl. in. Beam or Column A00 15/8 3, ,533 B00 13/16 1, ,683 C00 13/8 2, , D00 1 1, ,670 E00 27/16 6, ,830 H00 31/4 10, ,106 A00 15/8 2, , B00 13/ , in. Beam or Column A00 15/8 2, ,2100 B00 13/ ,058 C00 13/8 1, , D00 1 1, ,930 E00 27/16 4, ,482 H00 31/4 7, ,693 A00 15/8 1, , B00 13/ , in. Beam or Column A00 15/8 1, ,842 B00 13/ ,315 C00 13/8 1, , D ,050 E00 27/16 3, ,082 H00 31/4 5, ,277 A00 15/8 1, , B00 13/ , in. Beam or Column A00 15/8 1, ,419 B00 13/ ,465 C00 13/8 1, ,040 8, D ,650 E00 27/16 2, ,640 H00 31/4 4, ,698 A00 15/ , B00 13/ ,420 When no numbers are shown, use the maximum uniform load. Deflections are given in inches; loads in lb. Double Channel Cat. No. Ga. Defl. Defl. Defl. in. Beam or Column A02 31/ ,177 B02 15/8 3, ,110 C02 23/ , D ,3 E02 47/ ,623 H02 61/ ,210 A02 31/ , B02 15/8 2, , in. Beam or Column A02 31/ ,609 B02 15/8 2, ,440 C02 23/4 4, , D ,942 E02 47/ ,926 H02 61/ ,390 A02 31/ , B02 15/8 1, , in. Beam or Column A02 31/4 4, ,974 B02 15/8 1, ,670 C02 23/4 3, , D02 2 2, ,160 E02 47/ ,3 H02 61/ ,435 A02 31/4 3, , B02 15/8 1, , in. Beam or Column A02 31/4 3, ,261 B02 15/8 1, ,803 C02 23/4 2, , D02 2 2, ,480 E02 47/8 7, ,259 H02 61/ ,395 A02 31/4 2, , B02 15/ ,730 A59
4 Design Data Channel TABLE 3 (cont d.) Single Channel Defl. Defl. Defl. 36 in. Beam or Column A00 15/8 1, ,962 B00 13/ ,498 C00 13/ , D ,335 E00 27/16 2, ,160 H00 31/4 3, ,132 A00 15/ , B00 13/ , in. Beam or Column A00 15/8 1, ,466 B00 13/ ,579 C00 13/ , D ,280 E00 27/16 1, ,698 H00 31/4 3, ,5 A00 15/ , B00 13/ , in. Beam or Column A00 15/ ,943 B00 13/ ,981 C00 13/ , D ,439 E00 27/16 1, ,092 H00 31/4 2, ,850 A00 15/ , B00 13/ , in. Beam or Column A00 15/ ,369 B00 13/ ,555 C00 13/ , D ,0 E00 27/16 1, ,3 10,505 H00 31/4 2, ,150 A00 15/ , B00 13/ ,250 When no numbers are shown, use the maximum uniform load. Deflections are given in inches; loads in lb. Double Channel Defl. Defl. Defl. 36 in. Beam or Column A02 31/4 3, ,470 B02 15/8 1, ,840 C02 23/4 2, , D02 2 1, ,057 E02 47/8 6, ,316 H02 61/ ,265 A02 31/4 2, , B02 15/ , in. Beam or Column A02 31/4 2, ,635 B02 15/ ,790 C02 23/4 2, , D02 2 1, ,042 E02 47/8 5, ,272 H02 61/ ,025 A02 31/4 1, , B02 15/ , in. Beam or Column A02 31/4 2, ,730 B02 15/ ,640 C02 23/4 1, , D02 2 1, ,387 E02 47/8 4, ,170 H02 61/ ,700 A02 31/4 1, , B02 15/ , in. Beam or Column A02 31/4 2, ,763 B02 15/ ,405 C02 23/4 1, ,263 13, D ,391 E02 47/8 4, ,980 H02 61/2 7, ,280 A02 31/4 1, , B02 15/ ,580 A60
5 Design Data Channel TABLE 3 (con d.) Single Channel Defl. Defl. Defl. 60 in. Beam or Column A00 15/ ,762 B00 13/ C00 13/ , D ,561 E00 27/16 1, ,874 H00 31/4 2, ,406 A00 15/ , B00 13/ in. Beam or Column / ,7 B00 13/ C00 13/ , D ,280 E00 27/16 1, ,211 H00 31/4 1, ,616 A00 15/ , B00 13/ in. Beam or Column A00 15/ ,436 B00 13/ C00 13/ , D ,084 E00 27/16 1, ,509 H00 31/4 1, ,313 10,782 A00 15/ , B00 13/ in. Beam or Column A00 15/ ,061 B00 13/ C00 13/ , D E00 27/ ,991 H00 31/4 1, ,988 A00 15/ , B00 13/ When no numbers are shown, use the maximum uniform load. Deflections are given in inches; loads in lb. Double Channel Defl. Defl. Defl. 60 in. Beam or Column A02 31/4 1, ,738 B02 15/ ,100 C02 23/4 1, ,023 13, D ,531 E02 47/8 3, ,734 H02 61/2 6, ,810 A02 31/4 1, , B02 15/ , in. Beam or Column A02 31/4 1, ,347 13,646 B02 15/ ,055 C02 23/4 1, , D ,581 E02 47/8 3, ,415 H02 61/2 5, ,230 A02 31/4 1, , B02 15/ , in. Beam or Column A02 31/4 1, ,132,500 B02 15/ ,230 C02 23/4 1, , D ,230 E02 47/8 3, ,023 H02 61/2 5, ,560 A02 31/4 1, , B02 15/ , in. Beam or Column A02 31/4 1, ,992 B02 15/ C02 23/4 1, , D ,842 E02 47/8 2, ,993 H02 61/2 4, ,975 A02 31/ , B02 15/ ,370 A61
6 Design Data Channel TABLE 3 (cont d.) Single Channel Defl. Defl. Defl. 96 in. Beam or Column A00 15/ ,108 B00 13/ C00 13/ , D E00 27/ ,423 H00 31/4 1, ,059 A00 15/ , B00 13/ in. Beam or Column A00 15/ ,456 B00 13/ C00 13/ D E00 27/ ,291 H00 31/4 1, ,579 A00 15/ , B00 13/ in. Beam or Column A00 15/ B00 13/ C00 13/ D E00 27/ ,478 H00 31/4 1, ,521 A00 15/ B00 13/ in. Beam or Column A00 15/ C00 13/ E00 27/ H00 31/ A00 15/ When no numbers are shown, use the maximum uniform load. Deflections are given in inches; loads in lb. Double Channel Defl. Defl. Defl. 96 in. Beam or Column A02 31/4 1, ,675 B02 15/ C02 23/ , D ,942 E02 47/8 2, ,917 10,875 H02 61/2 4, ,0 A02 31/ , B02 15/ in. Beam or Column A02 31/4 1, ,071 B02 15/ , C02 23/ , D ,324 E02 47/8 2, ,515 8,599 H02 61/2 3, ,160 A02 31/ , B02 15/ in. Beam or Column A02 31/ B02 15/ C02 23/ , D ,883 E02 47/8 1, ,227 6,946 H02 61/2 3, ,040 A02 31/ , B02 15/ in. Beam or Column A02 31/ B02 15/ C02 23/ E02 47/8 1, H02 61/2 2, ,873 A02 31/ B02 15/ A62
7 Design Data Channel TABLE 3 (cont d.) Single Channel Defl. Defl. Defl. 168 in. Beam or Column Double Channel Defl. Defl. Defl. 168 in. Beam or Column A00 15/ C00 13/ E00 27/ H00 31/ A00 15/ in. Beam or Column E00 27/ H00 31/ in. Beam or Column E00 27/ H00 31/ in. Beam or Column E00 27/ H00 31/ When no numbers are shown, use the maximum uniform load. Deflections are given in inches; loads in lb. A02 31/ B02 15/ C02 23/ E02 47/8 1, , H02 61/2 2, ,326 A02 31/ B02 15/ in. Beam or Column A02 31/ C02 23/ E02 47/8 1, H02 61/2 2, ,053 A02 31/ in. Beam or Column A02 31/ C02 23/ E02 47/8 1, H02 61/2 1, A02 31/ in. Beam or Column A02 31/ C02 23/ E02 47/ H02 61/2 1, A02 31/ A63
8 TABLE 4 Safe bearing loads for 15/8 in. channel and combinations. Safety factor of 21/2 Design Data Channel Section Recommended in lb. A A B B C E H Section Recommended in lb. A A B B C E H Section Recommended in lb. A A B B C E H TABLE 5 Design load table for typical channel connections. Safety factor of 21/2 based on ultimate strength of the connection. diagrams indicate up to three design loads, for gauge and gauge channel applications. 90 Fittings (When used in position shown) Both ends supported Both ends supported AB202 A lb. A lb. AB203 A lb. A lb. AB201 AB lb. 700 lb. Both ends supported Both ends supported AB202 A lb. A lb. AB213 A lb. AB2 A lb. AB lb. Both ends supported Both ends supported Flat Plate Fittings Both ends supported AB205 A lb. AB216 A lb. AB204 A lb. AB215 A lb. AB206 A lb. A lb. A64
9 Design Applications CANTILEVER BEAMS SIMPLE BEAMS BEAMS FIXED ON ONE END, SUPPORTED AT THE OTHER END BEAMS FIXED AT BOTH ENDS A65
10 TABLE 6 Design Applications Conversion Factors for Beams with Various Static ing Conditions tables on pages A59 through A63 for A, B, C, E, and H Series channel are for single span beams supported at the ends. These can be used in the majority of cases. There are times when it is necessary to know what happens with other loading and support conditions. Some common arrangements are shown in Table 6. Simply multiply the loads from the Design Tables times the factors given in Table 6. LOAD AND SUPPORT CONDITION LOAD FACTOR DEFLECTION FACTOR 1. Simple Beam Simple Beam Concentrated at Center Simple Beam Two Equal Concentrated s at 1/4 Points Beam Fixed at Both Ends Beam Fixed at Both Ends Concentrated at Center Cantilever Beam Cantilever Beam Concentrated at End Continuous Beam Two Equal s on One Continuous Beam Two Equal s on Both Ends Continuous Beam Two Equal s Concentrated at Center of One Continuous Beam Two Equal s Concentrated at Center of Both s A66
11 Design Applications EXAMPLE I PROBLEM: Determine the load and deflection of an A00 beam continuous over one support and loaded uniformly on one span. SOLUTION: A. From load table 3 for A00 the load for a 5 ft. 0 in. span is 706lb. and deflection is in. B. Multiply by factors from Table 6. = 706 lb. x 1.30 = lb. Deflection = x 0.92 = in. COLUMN LOADING The load bearing capacity of column or compression members is a function of the inherent configurational strength, the unbraced length and design of the end connections. Values of axial column loading given in Table 3 were calculated using a rotationally free and translation fixed correction at each end (see illustration I). This gives an end condition constant (K) of 1. EXAMPLE II PROBLEM: Determine load and deflection of an E00 cantilever beam with a concentrated load on the end. SOLUTION: A. From load table 3 for E00 the load for a 3 ft. 0 in. span is 2216 lb. and deflection is in. B. Multiply by factors from Table 6. = 2216 lb. x. = lb. Deflection x 3.20 = in. If other end conditions are used, axial loading should be cal cu lat ed using procedures in the AISI specification for the design of cold formed steel structural members (SG671) and the en gi neer ing values for Superstrut channel given in Table 1. COLUMN HEIGHT ILLUSTRATION I END CONDITION CODE Rotation fixed and translation fixed Rotation free and translation fixed K value Rotation fixed and translation free TABLE 7 Carrying Capacities of Hot Rolled Steel Rod Design lb. Nominal Root Area for Serv. Temperature Rod Dia. Thread 343 C 399 C (650 F) (750 F) 3/ / / / / Safety factor of 5. TABLE 8 Rod Size Determined by Pipe Size for Fire Protection Pipe Size Rod Size 3/4 to 2 3/8 21/2 to 31/2 1/2 4 to 5 5/8 6 3/4 8 to 7/8 A67
12 Design Applications TABLE 9 Spacing between Pipe Supports Steel Pipe Nom. Pipe Size Max. Spacing (ft.) Copper Pipe Nom. Pipe Size Max. Spacing (ft.) 1/2 3/4 1 11/2 2 21/2 3 31/ /2 3/4 1 11/4 11/2 2 21/2 3 31/ TABLE 10 Minimum Spacing (inches) between Centers of Standard Pipe When Using Superstrut #702 Pipe Straps Nom. Pipe Size 1/2 3/4 1 11/4 11/2 2 21/2 3 31/ /2 13/16 3/4 15/16 17/ /2 15/8 13/4 11/4 13/4 17/8 2 21/4 11/2 115/16 21/16 23/16 27/16 29/ /16 25/16 21/2 23/4 27/8 31/8 21/2 27/16 29/16 23/4 3 31/8 33/8 35/ /16 215/16 31/16 35/16 37/16 33/4 4 45/16 31/2 31/8 31/4 33/8 35/8 33/4 41/16 45/16 45/8 415/ /16 39/16 315/16 41/16 43/8 45/8 415/16 51/4 59/ /4 47/8 5 51/4 53/8 55/8 57/8 63/16 61/2 613/16 77/16 81/8 8 57/ /8 63/8 61/2 63/4 7 75/16 75/8 8 89/16 91/4 103/8 A68
13 Design Applications TABLE 11 Standard Dimensions and Weights of Piping Materials and Conduit Mechanical (ANSI & API Standard, Schedule 40) Nominal Std. Pipe Size Pipe O.D. Coupling O.D. Weight of Pipe Weight of Pipe Filled w/water 1/ / / / / / Electrical Conduit Nominal Conduit Size Conduit O.D. Rigid Steel Weight of Conduit Weight of Conduit w/nonlead Covered Conductor Conduit O.D. Thin Wall (EMT) Weight of Conduit 1/ / / / Includes weight of heaviest conductor combination. A69
14 TABLE Extra Strong Pipe (ANSI & API Standard, Schedule 80) Design Applications A.S.A. B36.10 SCHEDULE NOS. AND NOMINAL WALL THICKNESS DESIGNATIONS EXTRA STRONG PIPE and SCHEDULE 80 PIPE (through 8 in.) Nominal Pipe Size O.D. Wall Thickness I.D. Weight of Pipe Water Weight per ft. of Pipe lb. Weight of Pipe Filled w/water 3/ / / / / / / EXTRA STRONG PIPE (10 in. through 24 in. OD) SCHEDULE 80 PIPE (10 in. through 24 in. OD) OD OD OD OD OD OD OD OD OD OD TABLE 13 Pipe Covering Weights (Thickness intended as guide, only) Nominal Pipe Size Thick Thick. Thick. Thick / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Thickness and weight of calcium silicate covering. Thick. Thick. Thick. A70
15 Design Applications TABLE Column ing For Rack Construction Typical general storage rack for use with plywood or other decking. Column height, equal shelf spacing GENERAL STORAGE RACKS PALLET RACKS BARREL RACKS BULK FURNITURE RACKS CABLE RACKS BAR STOCK RACKS DISPLAY RACKS SPECIAL PURPOSE RACKS For s on Horizontal Members, See Table 3 Allowable load in lb. per upright Column Number of Shelves per upright Height Cat. No A A B B A A B B A A B B A A B B A A B B A71
16 Design Applications Mechanical Support Example 1 Example 2 B302 CONCRETE INSERT B302 CONCRETE INSERT AB ANGLE E21/2 x 100 HEX.H.BOLT B1001/2 SPRING NUT S256 S203 a a 30 a 60 AB2392 BRACE a A02 S24920 a= E21/2 in. x 100 AA1001/2 SPRING NUT E21/2 x 100 HEX.H.BOLT B1001/2 SPRING NUT Suspended column, carrying brackets, braced to the ceiling. B1001/2 SPRING NUT E21/2 x 100 HEX.H.BOLT A1001/2 SPRING NUT AB ANGLE A02 B02 AB ANGLE A02 Suspended column, holding bracket and console braced to wall. Example 3 Example 4 US562 H.D. BEAM CLAMP Trapeze with channels as cross members using beam clamps and hanger rods. AB241 SQ. WASHER A00 U568 SAFETY STRAP U560 H.D. BEAM CLAMP E51/2 HEX. NUT A00 H1041/2 x 10 HANGER ROD A00 H1041/2 x 10 HANGER ROD E51/2 HEX. NUT S20221 CROSS MEMBER Sketch depicts the use of beam clamps on slanted beams. Example 5 Example 6 SI4001/2 SPOT INSERT B302 CONCRETE INSERT E21/2 x 100 HEX.H.BOLT B1001/2 SPRING NUT AB ANGLE B1602 B1600 Trapeze, constructed from channels, fittings. The use of spot inserts is shown (SI4001/2). H1041/2 x 10 HANGER ROD C7811/2 SQUARE WASHER E51/2 HEX. NUT H1191/2 ROD COUPLING H1191/2 ROD COUPLING A1001/2 SPRING NUT Trapeze with S202 cross members using hanger rods and concrete inserts. A72
17 Design Applications Mechanical Support Example 7 Example 8 31/2 MIN. U5 CLAMP 53/4 in. MIN. A1001/2 SPRING NUT E21/2 X 100 HEX.H. BOLT S256 U5A CLAMP A00 Singlesided bracket application X289 CORNER FITTING Singlesided bracket application A1001/2 SPRING NUT A00 AB ANGLE SUPPORT FITTING E21/2 X 100 HEX.H.BOLT S25618 * NOTE: BRACE SHOULD BE USED FOR LENGTHS GREATER THEN 30 IN. A00 Example 9 Example 10 A597 BEAM CLAMP A00 A1001/2 SPRING NUT AB254LCORNER FITTING 90 INS. LEFT. E2 1/2 X 100 HEX.H. BOLT A597 BEAM CLAMP E21/2 X 100 HEX.H. BOLT A02 S24920 A00 AB CORNER FITTING LEFT. Twosided heavy duty application A1001/2 SPRING NUT Heavy duty bracket application AB ANGLE E21/2 X 100 HEX.H. BOLT S24920 E21/2 X 100 HEX.H. BOLT AB2392 BRACE A00 Example 11 Example U5 CLAMP A1001/2 SPRING NUT X289 CORNER FITTING U5 CLAMP E21/2 X 100 HEX.H. BOLT A02 A02 X289 CORNER FITTING A1001/2 SPRING NUT A00 AB ANGLE SUPPORT FITTING E21/2 X 100 HEX.H. BOLT S20320 Brackets parallel to beam Brackets perpendicular to beam S20320 A02 A73
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