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24 BOX TRUSS | WWW.TOMCATGLOBAL.COM Box truss /LJKW GXW\ WUXVV [ SODWHG Light duty truss 12 x 12 plated 6WDQGDUG OHQJWKV DUH ő ő DQG ő &XVWRP OHQJWKV DYDLODEOH XSRQ UHTXHVW › Equipped with bolts 0DLQ FKRUGV DUH Ŕ 2' [ Ŕ DOXPLQXP 'LDJRQDOV DUH Ŕ 2' [ Ŕ DOXPLQXP )DEULFDWHG E\ $:6 6)/ FHUWLŵHG ZHOGHUV

BT Light Duty Truss 12 x 12 Plated

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Light Duty truss prperties

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Page 1: BT Light Duty Truss 12 x 12 Plated

24 BOX TRUSS | WWW.TOMCATGLOBAL.COM

Box truss

Light duty truss 12 x 12 plated› ›

› Equipped with bolts› › ›

Page 2: BT Light Duty Truss 12 x 12 Plated

WWW.TOMCATGLOBAL.COM | BOX TRUSS 25

STRENGTH UNDER PRESSURE

LIGHT DUTY TRUSS 12 X 12 PLATEDCONNECTIONS ARE SINGLE SETS OF BOLTS

PRODUCT DESCRIPTION ITEM CODE WEIGHT LBS (KGS)

36 (16)

8 FT LIGHT DUTY PLATED TRUSS (23)

61 (28)

LIGHT DUTY PLATED 2-WAY CORNER BLOCK TC 1212-C2B 16 (7)

LIGHT DUTY PLATED 3-WAY CORNER BLOCK TC 1212-C3B (9)

22

PRODUCT DESCRIPTION ITEM CODE WEIGHT LBS (KGS)

26 (12)

LIGHT DUTY PLATED 6-WAY CORNER BLOCK TC 1212-C6B 28 (13)

LIGHT DUTY PLATED HORIZ. ARTICULATING BLOCK TC 1212-AHB 33

LIGHT DUTY PLATED VERT. ARTICULATING BLOCK TC 1212-AVB 33

LIGHT DUTY PLATED VERT. HORIZ. BLOCK TC 1212-VHB 33

LIGHT DUTY PLATED VARIABLE VERT. BLOCK TC 1212-VVB 33

PLAN ELEVATION END VIEW

2-WAY CORNER BLOCK 3-WAY CORNER BLOCK 4-WAY CORNER BLOCK HORIZONTAL VARIABLE CORNER

PLAN VIEWS

PLAN ELEVATION

2-Way Corner Block

ENDVIEW

3-Way Corner Block 4-Way Corner Block

PLAN VIEWS 5-Way & 6-Way Available

12”(30.48)

12.75”(32.39)

12.75”(32.39)

12.75”(32.39)

12”(30.48)

12”(30.48)

19.30” (49.02)

12.3

8”(3

1.45

)

12.3

8”(3

1.45

)

12.7

5”(3

2.39

)

12”(30.48)

120” OD(304.8)

Horz. & Vert.H

orz. & Vert.

Center PivotHoriz. Articulating Block

PLAN ELEVATION

2-Way Corner Block

ENDVIEW

3-Way Corner Block 4-Way Corner Block

PLAN VIEWS 5-Way & 6-Way Available

12”(30.48)

12.75”(32.39)

12.75”(32.39)

12.75”(32.39)

12”(30.48)

12”(30.48)

19.30” (49.02)

12.3

8”(3

1.45

)

12.3

8”(3

1.45

)

12.7

5”(3

2.39

)

12”(30.48)

120” OD(304.8)

Horz. & Vert.H

orz. & Vert.

Center PivotHoriz. Articulating Block

PLAN ELEVATION

2-Way Corner Block

ENDVIEW

3-Way Corner Block 4-Way Corner Block

PLAN VIEWS 5-Way & 6-Way Available

12”(30.48)

12.75”(32.39)

12.75”(32.39)

12.75”(32.39)

12”(30.48)

12”(30.48)

19.30” (49.02)

12.3

8”(3

1.45

)

12.3

8”(3

1.45

)

12.7

5”(3

2.39

)

12”(30.48)

120” OD(304.8)

Horz. & Vert.

Horz. &

Vert.

Center PivotHoriz. Articulating Block

PLAN ELEVATION

2-Way Corner Block

ENDVIEW

3-Way Corner Block 4-Way Corner Block

PLAN VIEWS 5-Way & 6-Way Available

12”(30.48)

12.75”(32.39)

12.75”(32.39)

12.75”(32.39)

12”(30.48)

12”(30.48)

19.30” (49.02)

12.3

8”(3

1.45

)

12.3

8”(3

1.45

)

12.7

5”(3

2.39

)

12”(30.48)

120” OD(304.8)

Horz. & Vert.

Horz. &

Vert.

Center PivotHoriz. Articulating Block

PLAN ELEVATION

2-Way Corner Block

ENDVIEW

3-Way Corner Block 4-Way Corner Block

PLAN VIEWS 5-Way & 6-Way Available

12”(30.48)

12.75”(32.39)

12.75”(32.39)

12.75”(32.39)

12”(30.48)

12”(30.48)

19.30” (49.02)

12.3

8”(3

1.45

)

12.3

8”(3

1.45

)

12.7

5”(3

2.39

)

12”(30.48)

120” OD(304.8)

Horz. & Vert.

Horz. &

Vert.

Center PivotHoriz. Articulating Block

PLAN ELEVATION

2-Way Corner Block

ENDVIEW

3-Way Corner Block 4-Way Corner Block

PLAN VIEWS 5-Way & 6-Way Available

12”(30.48)

12.75”(32.39)

12.75”(32.39)

12.75”(32.39)

12”(30.48)

12”(30.48)

19.30” (49.02)

12.3

8”(3

1.45

)

12.3

8”(3

1.45

)

12.7

5”(3

2.39

)

12”(30.48)

120” OD(304.8)

Horz. & Vert.

Horz. &

Vert.

Center PivotHoriz. Articulating Block

PLAN ELEVATION

2-Way Corner Block

ENDVIEW

3-Way Corner Block 4-Way Corner Block

PLAN VIEWS 5-Way & 6-Way Available12”

(30.48)

12.75”(32.39)

12.75”(32.39)

12.75”(32.39)

12”(30.48)

12”(30.48)

19.30” (49.02)

12.3

8”(3

1.45

)

12.3

8”(3

1.45

)

12.7

5”(3

2.39

)

12”(30.48)

120” OD(304.8)

Horz. & Vert.

Horz. &

Vert.

Center PivotHoriz. Articulating Block

Note:

loadings (indoors only). All loads are based on

Smith & Cooper, Inc., structural engineers, and

apply to truss fabricated after December 1989.

NO. OFSECTS.

SPAN FT (MTRS)

LOADLBS/FT

LOADLBS (KGS)

MAX DEFL.IN.

LOADLBS (KGS)

MAX DEFL.IN.

LOADLBS (KGS)

MAX DEFL.IN.

LOADLBS (KGS)

MAX DEFL.IN.

1

2 797 (362)

3 1.22 1.17

21 2.16 2.21 213 (97)

center point third point quarter point

MAXIMUM ALLOWABLE POINT LOADSMAXIMUM ALLOWABLE UNIFORM LOADS