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Word Pro - Gp121200

ENGINEERINGJAMESGP 12 x 12 12" x 12" General Purpose truss is manufactured from 2" dia x " wall and 1" dia x "wall 6082T6 or 6061T6 Aluminium tubing. Bolts are supplied for assembly of truss elements. Thistruss is ideal for conference, exhibition, and small venue work. By incorporating suitable sleeveblocks and towers, this truss can be used with our Ground Support Plate Hinge Way Corner Way Corner Way Corner BlockB4705A152 Way Corner SectionB4704 SectionB4701553m SectionB4700242' 6" SectionB0703355' SectionB0702468' SectionB07015510' (75)428 (194) (75)855 (388)40 ( ) (56)864 (392) (56)1726 (783)30 ( ) (28)1550 (703) (28)3100 (1406)20 ( ) (8)4497 (2040) (7)6140 (2785)10 ( )Maximum deflectioninches (mm)Loads pounds (kgs)Maximum deflectioninches (mm)Loads pounds (kgs)Span feet (meters)

ENGINEERING JAMES GP 12 x 12 12" x 12" General Purpose truss is manufactured from 2" dia x 0.125" wall and 1" dia x 0.125" wall 6082T6 or 6061T6 Aluminium tubing.

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Transcription of Word Pro - Gp121200

1 ENGINEERINGJAMESGP 12 x 12 12" x 12" General Purpose truss is manufactured from 2" dia x " wall and 1" dia x "wall 6082T6 or 6061T6 Aluminium tubing. Bolts are supplied for assembly of truss elements. Thistruss is ideal for conference, exhibition, and small venue work. By incorporating suitable sleeveblocks and towers, this truss can be used with our Ground Support Plate Hinge Way Corner Way Corner Way Corner BlockB4705A152 Way Corner SectionB4704 SectionB4701553m SectionB4700242' 6" SectionB0703355' SectionB0702468' SectionB07015510' (75)428 (194) (75)855 (388)40 ( ) (56)864 (392) (56)1726 (783)30 ( ) (28)1550 (703) (28)3100 (1406)20 ( ) (8)4497 (2040) (7)6140 (2785)10 ( )Maximum deflectioninches (mm)Loads pounds (kgs)Maximum deflectioninches (mm)Loads pounds (kgs)Span feet (meters)

2 Maximum Allowable Center Point LoadsMaximum Allowable Uniform LoadsAllowable Load DataLOADING FIGURES show maximum loads between supports in addition to the self weight of the truss. Information extracted fromthe structural report by Broadhurst, Goodwin, and Dunnsuit maximum shear capacity. All loads include 20% overload factor for dynamic ViewSide View4 WayFlat Pivot SectionPlan View6 Way3 Way2 WayLifting Point


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