Current Catalog - John S. Hyatt & Associates, Inc.

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JAMESENGINEERING30" FOLDINGSUPERTRUSSPlan ViewB26022 Way CornerEnd ViewSide ViewB26033 Way CornerSquare Support PlateB2609Lifting PointIsometric drawing showing the 3 waycorner assembly with square supportplate.Isometric drawing showing the 2 Waycorner assembly.D16
JAMESENGINEERING20.5" FOLDINGSUPERTRUSSThis Supertruss has been developed for those applications which require a good loadbearing capability anda compact truck pack . The truss ladders are separated at the bottom by folding locking elbows and arehinged at the top with our custom made extrusion. All sections fold flat to a width of 5.25" to take up thesmallest amount of space possible. Indeed 40 feet of folding truss requires about the same space as 1 - 10foot section of 20.5 inch Supertruss.PRODUCTCODEB3660AB3661B3662B3663B3664B3666B3605B3603B3604B3607B2609B3611DESCRIPTION12 foot of 20.5" Folding Supertruss10 foot of 20.5" Folding Supertruss8 foot of 20.5"Folding Supertruss6 foot of 20.5" Folding Supertruss5 foot of 20.5" Folding Supertruss4 foot of 20.5" Folding Supertruss2 Way Folding Supertruss squaresupport plate3 Way Folding Supertruss joint c/wsquare support plate4 Way Folding Supertruss joint c/wsquare support plateAdd on caster barsFolding Supertruss lifting point0 - 180 0 Pivot sectionWTlbs998874595452------Allowable Load DataSpanfeet (meters)Maximum Allowable Uniform LoadsLoadspounds (kgs)Maximum deflectioninches (mm)Maximum Allowable Center Point LoadsLoadspounds (kgs)Maximum deflectioninches (mm)10 (3.048)6680 (3030)* 0.44 (11)5732 (2614) 0.59 (15)20 (6.096)6680 (3030)* 0.44 (11)5732 (2614) 0.59 (15)30 (9.144)6609 (2998)* 1.50 (38)3783 (1716) 1.50 (38)40 (12.192)4616 (2094) 2.56 (65)2308 (1047) 2.56 (65)50 (15.24)3256 (1477) 3.70 (94)1629 (739) 3.70 (94)60 (18.288)2050 (930) 4.41(112)1025 (465) 4.41(112)70 (21.336)1300 (590) 5.15 (131) 650 (295) 5.15 (131)80 (24.384)798 (362) 5.90 (150) 399 (181) 5.90 (150)LOADING FIGURES show maximum loads between supports in addition to self weight of truss. Information extracted from structuralreport by The Broadhurst Partnership. * Denotes load limited to suit maximum shear capacity. All loads include 20% overload factor fordynamic effects.D17
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JAMESTABLE OF CONTENTSiiiConditions
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JAMESENGINEERINGPAR 64LANTERNSBLACK
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JAMESENGINEERINGPAR 64LANTERNSPRODU
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JAMESENGINEERINGPar 56 OutdoorLante
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JAMESENGINEERINGOUTDOOR LANTERNPROD
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JAMESENGINEERINGPAR 56LANTERNSACCES
Page 18 and 19: JAMESENGINEERINGACCESSORIES FOR PAR
Page 20 and 21: JAMESENGINEERINGPAR 36LANTERNSBLACK
Page 22 and 23: JAMESPINSPOTSENGINEERINGThomas manu
Page 24 and 25: JAMESDESCRIPTIONPAR 16 U.S. STANDAR
Page 26 and 27: JAMESBar length 7 ft 6 insENGINEERI
Page 28 and 29: JAMESPRODUCTCODEC0401-ALC0461-ALC08
Page 30 and 31: JAMESENGINEERINGProductDESCRIPTIONC
Page 32 and 33: JAMESENGINEERINGMULTI-CABLEMULTI-CA
Page 34 and 35: JAMESGP 18 x 12ENGINEERING18" x 12"
Page 36 and 37: JAMESGP TRIANGULARENGINEERING23 1/4
Page 38 and 39: JAMESENGINEERINGGP 20.5 x 20.510 ft
Page 40 and 41: JAMESENGINEERINGHD 20 x 30Plan View
Page 42 and 43: JAMESPRE-RIG TRUSSENGINEERINGPre-Ri
Page 44 and 45: JAMESSINGLE BAR PRE-RIGENGINEERINGA
Page 47 and 48: JAMESENGINEERINGSUPERLITETRUSSThis
Page 49 and 50: JAMESENGINEERINGSUPERLITETRUSSB1602
Page 51 and 52: JAMESENGINEERINGSquarelite trussThi
Page 53 and 54: JAMESENGINEERINGSquarelite truss2 W
Page 55 and 56: JAMESENGINEERINGSUPERTRUSS18 x 12A
Page 57 and 58: JAMESENGINEERINGSUPER-TRUSS20.5 x 2
Page 59 and 60: JAMESPRE-RIGSUPERTRUSSENGINEERINGTh
Page 61: JAMESENGINEERINGMOVINGLIGHTSUPERTRU
Page 64 and 65: JAMESAllowable Load Dataempty singl
Page 66 and 67: JAMESENGINEERINGSUPERTRUSS20.5 x 30
Page 70 and 71: JAMESSupermegatrussENGINEERINGSuper
Page 73 and 74: JAMESENGINEERING12" TOWERSYSTEMThe
Page 75 and 76: JAMESENGINEERING15" TOWERSYSTEMThe
Page 77 and 78: JAMESENGINEERINGTOWEROUTRIGGERSThe
Page 79 and 80: JAMESENGINEERING12 - Lite unit9 - L
Page 81 and 82: JAMESCYC-LITE UNITSENGINEERINGThe a
Page 83 and 84: JAMESENGINEERINGG0300 - Swivel coup
Page 85 and 86: JAMESENGINEERINGCM LODESTARELECTRIC
Page 87: JAMESENGINEERINGTRUSS LIFTINGPOINTS
Page 93 and 94: Never mix different makes or types
Page 95 and 96: JAMESENGINEERING®NOTES ON TRUSS IN
Page 97 and 98: DENTS AND CHEWS Damage is often cau
Page 99 and 100: 10. When rigging the chain hoist it
Page 101 and 102: 1. Place the bases on the stage wit
Page 103 and 104: 17. Finish setting up the rig. Be s
Page 105: DISASSEMBLY1. Climb each tower (wit
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