EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
<strong>EWP</strong> Top Mount Hanger Charts continued<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Joist Size<br />
7 x 16<br />
7 x 18<br />
7 x 20<br />
7 x 22<br />
<strong>USP</strong><br />
Stock No.<br />
BPH7116<br />
PHM3516-2<br />
PHXU7116<br />
HLBH7116<br />
MPH3516-2<br />
BPH7118<br />
PHM3518-2<br />
PHXU7118<br />
HLBH7118<br />
MPH3518-2<br />
BPH7120<br />
PHM3520-2<br />
PHXU7120<br />
HLBH7120<br />
BPH7122<br />
PHXU7122<br />
HLBH7122<br />
Ref. No.<br />
B7.12/16<br />
-- --<br />
GLTV416-2,<br />
HB7.12/16,<br />
WPI416-2<br />
HGLTV416-2<br />
WMI416-2<br />
B7.12/18<br />
-- --<br />
GLTV418-2,<br />
HB7.12/18,<br />
HWI418-2<br />
HGLTV418-2<br />
WMI418-2<br />
B7.12/20<br />
-- --<br />
GLTV420-2,<br />
HB7.12/20<br />
B7.12/22<br />
HWI422-2<br />
Web Stiffener Reqd.<br />
Steel Gauge<br />
x 12<br />
x 7/10<br />
x<br />
x<br />
7<br />
x 12<br />
x 7<br />
x<br />
7<br />
x 12<br />
x 7/10<br />
x 7<br />
12<br />
x 12<br />
x 7/10<br />
x 7<br />
-- -- x 7<br />
GLTV422-2,<br />
HB7.12/22,<br />
HGLTV7.12/22<br />
x 12<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 />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
7-1/8<br />
16<br />
16<br />
16<br />
16<br />
16<br />
18<br />
18<br />
18<br />
18<br />
18<br />
20<br />
20<br />
20<br />
20<br />
22<br />
22<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 />
3<br />
2-1/2<br />
10<br />
3-1/4 13-1/8<br />
6 12<br />
2-1/2 8<br />
3<br />
2-1/2<br />
3-1/4<br />
6<br />
3<br />
2-1/2<br />
--<br />
--<br />
10<br />
13-1/8<br />
12<br />
--<br />
10<br />
3-1/8<br />
2-1/2 8 3-3/4<br />
3-1/4 13-1/8 2-1/2<br />
6 12<br />
3 --<br />
3-1/4 13-1/8<br />
2-3/16<br />
3<br />
2-1/2<br />
3-3/4<br />
2-3/16<br />
3<br />
2-1/2<br />
3-1/8<br />
2-3/16<br />
3<br />
3-1/8<br />
2-3/16<br />
2-1/2<br />
10 16d<br />
2 16d<br />
8 16d<br />
15 <br />
2 16d duplex<br />
6 10d<br />
2 10d<br />
6 10d<br />
6 16d<br />
2 10d<br />
10 16d 6 10d<br />
2 16d 2 10d<br />
8 16d 6 10d<br />
15 6 16d<br />
2 16d duplex<br />
10 16d<br />
2 16d<br />
8 16d<br />
2 10d<br />
6 10d<br />
2 10d<br />
6 10d<br />
15 6 16d<br />
10 16d<br />
7-1/8 22 6 12 3-1/8 15 <br />
8<br />
6 10d<br />
16d 6 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 -- 5300 5060 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.51 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 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- -- -- -- -- -- 6165 --<br />
kN -- -- -- -- -- -- 27.42 --<br />
Lbs -- 5300 5060 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.51 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 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- -- -- -- -- -- 6165 --<br />
kN -- -- -- -- -- -- 27.42 --<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 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
Lbs -- 5300 5055 5435 5055 4725 -- 1245<br />
kN -- 23.58 22.49 24.18 22.49 21.02 -- 5.54<br />
Lbs -- 9575 8330 9575 7610 5170 -- 1335<br />
kN -- 42.59 37.06 42.59 33.85 23.00 -- 5.94<br />
Lbs -- 15295 14935 13825 13825 12840 -- 1930<br />
kN -- 68.04 66.44 61.50 61.50 57.12 -- 8.59<br />
L<br />
H<br />
TF<br />
<strong>EWP</strong> <strong>Hangers</strong><br />
W<br />
D<br />
continued on next page<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com 141<br />
<strong>USP</strong>2240-131