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

More documents

Recommendations

Info

JAMESSUPER-TRUSS20.5 x 20.5ENGINEERINGThomas has rethought truss design to encompass the changing demands of the touring industry. The supertrussdesign features new double end connectors, which are orientated, so that the truss elements are unisex ( they can beused either way ). Made from 6061T6 or 6082T6 alloy, the truss has 2" x 0.157" main chord tubes and 1" x 0.125"diagonal tubes.Supertruss saves truck space because of its very high strength in relation to its size and also the space savingdesign of the corners.The corners are simplicity themselves. As for the 2 way corner, only a connecting gate is required to bracebetween the outer fork connectors. The 3 way corner only requires a connecting gate and 2 square connectingplates. The 4 way corner requires just 2 square connecting plates. In order to use the supertruss with towers, 2sleeve connecting plates with roller wheels are required with 1 or 2 ladders depending on how many trussconnections their are. 60 degree corners require 2 extended double fork connectors and a connecting gate. Otherangles can be easily made to order. Variable and vertical connecting forks are available for 0 - 90 degree operation.PRODUCTCODEB1360B1361B1362B1363B1364B1365DESCRIPTION12' Section10' Section8' Section6' Section5' Section2' 6" SectionWTlbs90.57770.558.549.538.5B130060 Degree corner gate33B1301B130290 Degree corner gate120 Degree corner gate1110B1303135 Degree corner gate8.5B13043 Way gate9.5B13053 Way gate with lifting point9B1306Vertical connecting fork1.3B1307B1308Horizontal connecting forkSquare support plate2.211B1309A12" Tower sleeve plate26.5B1309BB1311B131215" Tower sleeve plateSuper-truss to GP20.5x20.5 adaptergateLifting point for super-truss26.5--LOADING FIGURES show maximum loads between supports inaddition to self weight of truss. Information extracted from structuralreport by The Broadhurst Partnership. * Denotes load limited to suitmaximum shear capacity. All loads include a 20% overload factorfor dynamic effects.Allowable Load DataSpanfeet (meters)10 (3.048)20 (6.096)30 (9.144)40 (12.192)50 (15.24)60 (18.288)70 (21.336)80 (24.384)Maximum Allowable Uniform LoadsLoadspounds (kgs)7405 (3359)*7405 (3359)*7326 (3323)*6435 (2919)3918 (1777)2476 (1123)1611 (731)996 (452)Maximum deflectioninches (mm)0.433 (7)0.433 (7)1.77 (45)3.0 (75)3.7 (94)4.4(112)5.2 (131)5.9 (150)Maximum Allowable Center Point LoadsLoadsMaximum deflectionpounds (kgs) inches (mm)7405 (3359)* 0.670 (17)7405 (3359)* 0.670 (17)5870 (2663) 1.77 (45)3219 (1460) 3.0 (75)1960 (889) 3.7 (94)1239 (562) 4.4(112)807 (366) 5.2 (131)498 (226) 5.9 (150)D6
JAMESENGINEERINGSUPER-TRUSS20.5 x 20.5Exploded view of a 4 wayconnection with 2 squaresupport plates.Exploded views of 2 and3 way connections fortower systems.3 way tower2 way towerTop view of 60 degree cornerAll 2 way corners require only one cornergate, but any angles smaller than 90 degreealso require double end fork connectors.Top view of 90 degree cornerD7
Page 4 and 5:
JAMESTABLE OF CONTENTSiiiConditions
Page 6 and 7: JAMESENGINEERINGPAR 64LANTERNSBLACK
Page 8: JAMESENGINEERINGPAR 64LANTERNSPRODU
Page 11 and 12: JAMESENGINEERINGPar 56 OutdoorLante
Page 13 and 14: JAMESENGINEERINGOUTDOOR LANTERNPROD
Page 15 and 16: 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: JAMESENGINEERINGSUPERTRUSS18 x 12A
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 68 and 69: JAMESENGINEERING30" FOLDINGSUPERTRU
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
show all

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

Create successful ePaper yourself

Delete template?

Save as template?