EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
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Girder Truss <strong>Hangers</strong> – GT, GTD & GTS series cont.<br />
L<br />
H<br />
45º<br />
W 2<br />
W2<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
W 2<br />
B<br />
45º 45º<br />
D<br />
W 1 W 1<br />
W W 1<br />
1<br />
GT<br />
Supported<br />
Member<br />
<strong>USP</strong><br />
Stock No.<br />
*GT2T2BSKL/R<br />
2 ply<br />
skewed 45°<br />
*GT2T4BSKL/R<br />
1 ply<br />
hip & jack<br />
2 ply hip<br />
& 1 ply jack<br />
1 ply<br />
terminal hip<br />
2 ply<br />
terminal hip<br />
*GTS1T1H3BSKL/R<br />
*GTS1T1H4BSKL/R<br />
*GTS1T2H3BSKL/R<br />
GTD1T1H3B<br />
GTD1T2H3B<br />
GT2T4B<br />
GT series – Hip Applications<br />
-- --<br />
-- --<br />
-- --<br />
-- --<br />
-- --<br />
-- --<br />
Steel<br />
Gauge<br />
3<br />
3<br />
3<br />
3<br />
3<br />
3<br />
7<br />
7<br />
7<br />
7<br />
7<br />
7<br />
3-7/16<br />
1-5/8<br />
1-5/8<br />
1-5/8<br />
1-5/8<br />
1-5/8<br />
Dimensions (in)<br />
22 **4-1/2 5-1/2<br />
22 **4-1/2 5-1/2<br />
Supporting<br />
Truss<br />
1) The listed loads for GTS and GTD is the total of hip and jack connection.<br />
2) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; no further increase allowed.<br />
3) Bolts shall conform to ASTM A 307 or better.<br />
4) NAILS<br />
<br />
<br />
<br />
**D is 3" for hip bucket.<br />
-- --<br />
1-5/8<br />
7-1/4<br />
9-1/4<br />
19<br />
4-1/2 9-1/4<br />
22 **4-1/2 5-1/2<br />
1-5/8 9-1/4 19 **4-1/2 5-1/2<br />
3-7/16 9-1/4 22 **4-1/2 5-1/2<br />
1-5/8<br />
6<br />
3-7/16 8<br />
GTS<br />
left shown<br />
5<br />
4<br />
5<br />
4<br />
3<br />
3<br />
GTS1T2H3BSKL<br />
left shown<br />
3/4 12<br />
Fastener Schedule 4<br />
Supported<br />
Truss<br />
4 10d x 1-1/2 4<br />
4<br />
16d<br />
10d x 1-1/2<br />
-- --<br />
4 10d x 1-1/2 4<br />
10d x 1-1/2<br />
4<br />
Supported<br />
Hip<br />
-- --<br />
10d x 1-1/2<br />
Factored Resistance 1<br />
Supporting Member<br />
1 Ply<br />
2 Ply<br />
3 Ply Uplift<br />
(100%) (100%) (100%) (115%) 2<br />
Back<br />
Bolt<br />
Wood<br />
Ref. No. Plate Strap W1 W2 L H D B Qty Dia. 3 Qty Type Qty Type Species Lbs kN Lbs kN Lbs kN Lbs kN<br />
-- -- 3 7 3-7/16 -- -- 6 19 4-1/2 9-1/4 3 3/4 12 16d -- -- -- --<br />
DF-L 2440 10.85 4225 18.79 4765 21.20 2485 11.05<br />
S-P-F 2130 9.48 3595 15.99 4400 19.57 2485 11.05<br />
3/4<br />
3/4<br />
3/4<br />
3/4<br />
4<br />
3/4 4 10d x 1-1/2 4<br />
The GTWS series girder-to-girder hangers feature high uplift capacities<br />
along with high gravity load ratings.<br />
4<br />
10d x 1-1/2<br />
10d x 1-1/2<br />
10d x 1-1/2<br />
10d x 1-1/2<br />
High Uplift Girder Truss <strong>Hangers</strong> – GTWS series<br />
GTD<br />
GTD1T1H3B<br />
DF-L 4875 21.69 8455 37.61 9540 42.44 2485 11.05<br />
S-P-F 4270 18.99 7195 32.01 8805 39.17 2485 11.05<br />
DF-L 3520 15.66 6235 27.74 7085 31.52 -- -- -- --<br />
S-P-F 3055 13.59 5280 23.49 6525 29.03 -- -- -- --<br />
DF-L 4875 21.69 8445 37.57 9535 42.42 -- -- -- --<br />
S-P-F 4260 18.95 7185 31.96 8300 36.92 -- -- -- --<br />
DF-L 3520 15.66 6235 27.74 7085 31.52 -- -- -- --<br />
S-P-F 3055 13.59 5280 23.49 6525 29.03 -- -- -- --<br />
DF-L 3540 15.75 6270 27.89 7130 31.72 -- -- -- --<br />
S-P-F 3075 13.68 5305 23.60 6560 29.18 -- -- -- --<br />
DF-L 3530 15.70 6240 27.76 7100 31.58 -- -- -- --<br />
S-P-F 3060 13.61 5285 23.51 6530 29.05 -- -- -- --<br />
Plated Truss<br />
Materials: 10 gauge<br />
Finish: G90 galvanizing<br />
Codes: Load values are derived from data submitted to various<br />
North American building code evaluators.<br />
Installation:<br />
• Use all specified fasteners. See Product Notes, page 10.<br />
• WS Wood Screws are included with hangers where specified.<br />
• GTWS2T shall be installed to a minimum 2x4 vertical member of a<br />
girder truss with no restriction on the size of the bottom chord.<br />
• GTWS3T shall be installed to a minimum 2x6 vertical member of a<br />
girder truss with no restriction on the size of the bottom chord.<br />
• GTWS4T shall be installed to a minimum 2x8 vertical member of a<br />
girder truss with no restriction on the size of the bottom chord.<br />
16˝<br />
5˝<br />
W<br />
GTWS3T<br />
Typical GTWS<br />
installation<br />
Dimensions (in) Fastener Schedule<br />
Factored Resistance 1,3<br />
Supporting Supported DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)<br />
<strong>USP</strong><br />
Steel<br />
Truss Truss Vertical Uplift 1 Vertical Uplift Vertical Uplift 1 Vertical Uplift 1<br />
Stock No. Ref. No. Gauge W H D Qty Type 2,3 Qty Type 2,3 100% 115% 100% 115% 100% 115% 100% 115%<br />
GTWS2T -- -- 10 3-1/4 16 4 22 WS3 16 WS3 20425 17515 90.86 77.91 14500 12435 64.50 55.32<br />
GTWS3T -- -- 10 4-7/8 16 5 28 WS3 24 WS3 20425 23530 90.86 104.67 14500 16705 64.50 74.31<br />
GTWS4T -- -- 10 6-1/2 16 5 28 WS3 24 WS3 20425 23530 90.86 104.67 14500 16705 64.50 74.31<br />
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase allowed.<br />
<br />
<br />
16˝<br />
4˝<br />
W<br />
GTWS2T<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com 175<br />
<strong>USP</strong>2240-131