Triangle truss
)L[HGWULDQJOHWUXVVSODWHG
Fixed triangle truss 20.5 plated
›6WDQGDUGOHQJWKVDUHőőDQGő
›&XVWRPOHQJWKVDYDLODEOHXSRQUHTXHVW
› Equipped with bolts
›0DLQFKRUGVDUHŔ2'[ŔDOXPLQXP
›'LDJRQDOVDUHŔ2'[ŔDOXPLQXP
›)DEULFDWHGE\$:66)/FHUWLŵHGZHOGHUV
46 TRIANGLE TRUSS | WWW.TOMCATGLOBAL.COM
STRENGTH UNDER PRESSURE
PLAN VIEWS
20.5”
(52.07)
20.5”
(52.07)
PLAN
PLAN
SIDE ELEVATION
SIDE ELEVATION
SIDE ELEVATION
PLAN
VIEWS
Connector
Orientation
PLAN
PLAN
VIEWS
VIEWS
Connector
Connector
Orientation
Orientation
Specified
Specified
by Customer
bySpecified
Customerby Customer
END VIEW
2
(52 0.5”
.07
)
18.02”
(45.77)
ENDEND
VIEW
VIEW END VIEW
ELEVATION
20.5”
(52.07)
18.02”
18.02”
(45.77)
18.02”
(45.77)
(45.77)
2
(52 0.5(5” 20.5
.07 2.0 ”
7)
)
20.5”
20.5”
(52.07)
(52.07)
20.5”
(52.07)
18.02”
18.02”
(45.77)
(45.77)
120”
(304.8)
SIDE ELEVATION
SIDESIDE
ELEVATION
ELEVATION
PLAN
PLAN
120”
(304.8)
120”
(304.8)
20.5”
(52.07)
20.5”20.5”
(52.07)
(52.07)
20.5”
(52.07)20.5”
20.5”
(52.07)
(52.07)
PLAN
PLAN
PLAN
120”120”
(304.8)
(304.8)
120”
(304.8)
20
2 (52 .5”
(52 0.5” 2.007)
.07(52 .5”
) .07
)
CONNECTOR ORIENTATION SPECIFIED BY CUSTOMER
END VIEW
END VIEW END VIEW
PLAN VIEWS PLAN
Connector
VIEWS
PLAN
Orientation
Connector
VIEWSSpecified
Orientation
Connector
by Orientation
Customer
Specified bySpecified
Customer
by Customer
25.38” (64.46)
25.38”
25.38”
(64.46)
(64.46)
29.50” (74.93)
29.50”
(74.93)
29.50”
(74.93)
29.50” (74.93)
29.50”
29.50”
(74.93)
(74.93)
2-WAY CORNER BLOCK
3-WAY CORNER BLOCK
2-Way
3-Way
2-Way
2-Way
Corner
Corner
Block
BlockCorner Block 3-Way
3-Way
Corner
Corner
Block
BlockCorner Block
29.50” (74.93)
29.50”
(74.93)
29.50”
(74.93)
29.50” (74.93)
29.50” (74.93)
29.50” (74.93)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
25” (63.50)
29.50” (74.93)29.50” (74.93)
29.50” (74.93)
25.38” (64.46)25.38” (64.46)
25.38” (64.46) 29.50” (74.93)29.50” (74.93)
29.50” (74.93)
4-WAY CORNER BLOCK
4-Way
4-Way
4-Way
Corner
Corner
Block
BlockCorner Block
2-Way Corner2-Way
Block Corner
2-Way
Block
Corner
3-Way
Block
Corner3-Way
Block Corner
3-Way
Block
Corner4-Way
Block Corner4-Way
Block Corner
4-Way
Block
Corner Block
MAXIMUM ALLOWABLE
UNIFORM LOADS
MAXIMUM ALLOWABLE POINT LOADS
center point
third point
quarter point
SPAN
FT (MTRS)
LOAD
LBS/FT
LOAD
LBS (KGS)
MAX
DEFL.
IN.
LOAD
LBS (KGS)
MAX
DEFL.
IN.
LOAD
LBS (KGS)
MAX
DEFL.
IN.
LOAD
LBS (KGS)
MAX
DEFL.
IN.
Note:'HŶHFWLRQVUHSRUWHGLQWKHWDEOHVRQ
287
őPVHFWLRQV2WKHUVHFWLRQOHQJWKV
373 (169)
DUHDYDLODEOH/RDGWDEOHVDUHUHSULQWHGIURP
HQJLQHHULQJUHSRUWVGHYHORSHGE\3DUNKLOO
WKHOHIWDUHWKHPD[LPXPH[SHFWHGIRUIXOO
loadings (indoors only). All loads are based on
Smith & Cooper, Inc., structural engineers, and
ŔGLDPHWHU*UDGH%ROWVZLWKVWDQGDUGZDVKHUVWKURXJKŔJXVVHWSODWHV
apply to truss fabricated after December 1989.
FIXED TRIANGLE TRUSS 20.5 PLATED
CONNECTIONS ARE SINGLE SETS OF BOLTS
PRODUCT DESCRIPTION
ITEM CODE
WEIGHT LBS (KGS)
PRODUCT DESCRIPTION
ITEM CODE
WEIGHT LBS (KGS)
)7),;('75,$1*/(75866
7&);%
(18)
FIXED TRIANGLE
2-WAY CORNER BLOCK
7&);&%
27 (12)
FIXED TRIANGLE
3-WAY CORNER BLOCK
7&);&%
(16)
FIXED TRIANGLE
:$<&251(5%/2&.
7&);&%
8 FT FIXED TRIANGLE TRUSS
7&);%
)7),;('75,$1*/(75866
7&);%
62 (28)
WWW.TOMCATGLOBAL.COM | TRIANGLE TRUSS 47