EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
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<strong>EWP</strong> Top Mount Hanger Charts continued<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Joist Size<br />
<strong>USP</strong><br />
Stock No. Ref. No.<br />
GLTV5.50/11.25,<br />
PHXU55112 HB5.50/11.25,<br />
5-1/4 x 11-1/4<br />
HWU5.50/11.25<br />
HLBH55112 -- --<br />
5-1/4 x 11-1/2 HLBH55115<br />
5-1/4 x 11-7/8<br />
5-1/4 x 12<br />
5-1/4 x 14<br />
5-1/4 x 16<br />
5-1/4 x 18<br />
BPH55118<br />
MPH55118<br />
PHXU5512<br />
HLBH5512<br />
BPH5514<br />
PHM5514<br />
PHXU5514<br />
HLBH5514<br />
BPH5516<br />
PHM5516<br />
PHXU5516<br />
HLBH5516<br />
-- --<br />
PHM55118 -- --<br />
GLTV5.511,<br />
PHXU55118 HB5.50/11.88,<br />
HWU5.50/11.88<br />
HLBH55118 HGLTV5.511<br />
BPH5518<br />
PHM5518<br />
PHXU5518<br />
HLBH5518<br />
GLTV5.511<br />
WM5.50/11.88<br />
HB5.50/12<br />
-- --<br />
-- --<br />
-- --<br />
GLTV5.514,<br />
HB5.50/14,<br />
HWU5.50/14<br />
HGLTV5.514<br />
-- --<br />
-- --<br />
GLTV5.516,<br />
HB5.50/16,<br />
HWU5.50/16<br />
HGLTV5.516<br />
-- --<br />
-- --<br />
GLTV5.518,<br />
HB5.50/18<br />
HGLTV5.518<br />
Web Stiffener Reqd.<br />
Steel Gauge<br />
x 7<br />
x 7<br />
x 7<br />
x 12<br />
x 7/10<br />
x 7<br />
x 7<br />
x 12<br />
x 7<br />
x 7<br />
x 12<br />
x 7/10<br />
x 7<br />
x 7<br />
x 12<br />
x 7/10<br />
x 7<br />
x 7<br />
x 12<br />
x 7/10<br />
x<br />
7<br />
x 7<br />
Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4<br />
Header Joist Header Material (100%)<br />
Uplift 1<br />
W H D L TF Qty Type Qty Type Unit<br />
5-1/2<br />
5-9/16<br />
5-9/16<br />
5-5/8<br />
5-9/16<br />
11-1/4<br />
11-1/4<br />
11-7/8<br />
11-7/8<br />
11-7/8<br />
11-7/8<br />
11-7/8<br />
12<br />
12<br />
14<br />
14<br />
14<br />
14<br />
16<br />
16<br />
16<br />
3-1/4 11.5<br />
1) Factored uplift resistance has been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.<br />
2) When I-joist is used as a header, all nails must be 10d x 1-1/2.<br />
3) Masonry compressive strength shall be minimum 1500 psi for MPH hangers.<br />
4) Some listed factored resistances may be increased for short-term loading. Refer to code evaluation reports for <strong>USP</strong> Structural <strong>Connectors</strong> for details.<br />
5) Minimum nail embedment shall be 8 nail diameters (typ.).<br />
6) NAILS<br />
Load tables address hanger/header/fastener limitations only. Joist limitations must be determined for each installation.<br />
New products or updated product information are designated in red font.<br />
6<br />
2-1/2<br />
2-1/2<br />
3-1/4<br />
6<br />
2-1/2<br />
3-1/4<br />
6<br />
2-1/2<br />
2-1/2<br />
3-1/4<br />
6<br />
2-1/2<br />
2-1/2<br />
3-1/4<br />
16 6<br />
12<br />
5-9/16 11-1/2 6 12<br />
5-1/2<br />
5-9/16<br />
5-5/8<br />
5-1/2<br />
5-9/16<br />
5-9/16<br />
5-5/8<br />
5-1/2<br />
5-9/16<br />
5-9/16<br />
5-5/8<br />
5-1/2<br />
5-9/16<br />
5-5/8<br />
5-1/2<br />
18<br />
18<br />
18<br />
5-9/16 18<br />
2-1/2<br />
2-1/2<br />
3-1/4<br />
6<br />
--<br />
7<br />
11.5<br />
12<br />
7<br />
11.5<br />
12<br />
--<br />
7<br />
11.5<br />
12<br />
--<br />
7<br />
11.5<br />
12<br />
--<br />
7<br />
11.5<br />
12<br />
2-1/2<br />
3-1/8<br />
3-1/8<br />
2-1/32<br />
3<br />
2-1/2<br />
3-1/8<br />
3-3/4<br />
2-1/2<br />
3-1/8<br />
2-1/32<br />
3<br />
2-1/2<br />
3-1/8<br />
2-1/32<br />
3<br />
2-1/2<br />
3-1/8<br />
2-1/32<br />
3<br />
2-1/2<br />
3-1/8<br />
8 16d 6<br />
8 16d 6<br />
2 16d<br />
2 16d<br />
2 10d<br />
8 16d 6 10d<br />
15 <br />
6 10d<br />
8 16d 6 10d<br />
15 <br />
10 16d<br />
10d<br />
15 6 16d<br />
15 6 16d<br />
10 16d 6<br />
10d<br />
2 16d 2 10d<br />
10d<br />
15 6 16d<br />
2 16d duplex 2 10d<br />
8 16d 6 10d<br />
15 6 16d<br />
10 16d<br />
6 16d<br />
6 10d<br />
6 16d<br />
10 16d 6 10d<br />
2 16d<br />
2 10d<br />
8 16d 6 10d<br />
15 <br />
2 10d<br />
6 16d<br />
DF-L<br />
I-Joist 2<br />
LVL<br />
PSL<br />
LSL<br />
DF-L<br />
SPF<br />
Masonry 3<br />
DF-L 115%<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 8.00<br />
Lbs -- 5300 5055 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />
Lbs -- -- -- -- -- -- 6165 --<br />
kN -- -- -- -- -- -- 27.42 --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />
Lbs -- 5300 5055 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />
Lbs -- 5300 5055 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />
Lbs -- 5300 5055 5435 5055 4725 -- 1265<br />
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.63<br />
Lbs -- 5395 5280 4435 4880 4880 -- --<br />
kN -- 24.00 23.49 19.73 21.71 21.71 -- --<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1290<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.74<br />
Lbs -- 15295 15215 13825 13825 12840 -- 1770<br />
kN -- 68.04 67.68 61.50 61.50 57.12 -- 7.87<br />
L<br />
TF<br />
<strong>EWP</strong> <strong>Hangers</strong><br />
H<br />
W<br />
D<br />
continued on next page<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com 139<br />
<strong>USP</strong>2240-131
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