EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
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<strong>EWP</strong> Top Mount Hanger Charts<br />
<strong>EWP</strong> <strong>Hangers</strong><br />
Joist Size<br />
1-1/2 x 9-1/4<br />
1-1/2 x 9-1/2<br />
1-1/2 x 11-1/4<br />
<strong>USP</strong><br />
Stock No. Ref. No.<br />
THO15925 LT15925 --<br />
BPH15925<br />
THO15950<br />
BPH1595<br />
MPH1595<br />
BPH15112<br />
MPH212<br />
LBV1.56/9.25<br />
MPH210 WM29.25<br />
LT159<br />
LBV1.56/9.5,<br />
MIT29.5<br />
WM29.5<br />
LBV1.56/11.25<br />
WM211.25<br />
Web Stiffener Reqd.<br />
x<br />
--<br />
--<br />
x<br />
--<br />
x<br />
--<br />
Steel Gauge<br />
18<br />
12<br />
12<br />
18<br />
12<br />
12<br />
12<br />
12<br />
Dimensions (in) Fastener Schedule 2,5,6 Factored Resistance 4<br />
Header<br />
Joist<br />
Header Material (100%)<br />
Uplift 1<br />
W H D L TF Qty Type Qty Type Unit<br />
1-9/16 9-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2<br />
1-9/16<br />
1-9/16<br />
1-1/2 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2<br />
1-9/16<br />
1-9/16<br />
1-9/16<br />
1-9/16<br />
9-1/4<br />
9-1/4<br />
9-1/2<br />
9-1/2<br />
11-1/4<br />
11-1/4<br />
2-3/8<br />
2-1/2<br />
2-3/8<br />
2-1/2<br />
2-3/8<br />
2-1/2<br />
--<br />
7<br />
--<br />
7<br />
--<br />
1-1/2<br />
3-3/4<br />
1-1/2<br />
3-3/4<br />
1-1/2<br />
10<br />
10<br />
16d 4<br />
7 3-3/4 2 16d duplex<br />
10 16d 4 10d x 1-1/2<br />
2 16d duplex 2 10d x 1-1/2<br />
16d 4 10d x 1-1/2<br />
16d duplex 2 10d x 1-1/2<br />
10d x 1-1/2<br />
10d x 1-1/2<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 1445 1935 1860 1920 1645 1170 -- 435<br />
kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94<br />
Lbs -- 4415 4415 4415 3780 2865 -- 780<br />
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47<br />
Lbs -- -- -- -- -- -- 3745 --<br />
kN -- -- -- -- -- -- 16.66 --<br />
Lbs 1815 1935 1860 1920 1790 1270 -- 505<br />
kN 8.07 8.61 8.27 8.54 7.96 5.65 -- 2.25<br />
Lbs -- 4415 4415 4415 3780 2865 -- 780<br />
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47<br />
Lbs -- -- -- -- -- -- 3745 --<br />
kN -- -- -- -- -- -- 16.66 --<br />
Lbs -- 4415 4415 4415 3780 2865 -- 780<br />
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47<br />
Lbs -- -- -- -- -- -- 3745 --<br />
kN -- -- -- -- -- -- 16.66 --<br />
THO15118<br />
LT151188,<br />
Lbs 1880 1935 1860 1920 1975 1405 -- 505<br />
-- 18 1-1/2 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2<br />
MIT211.88<br />
kN 8.36 8.61 8.27 8.54 8.79 6.25 -- 2.25<br />
1-1/2 x 11-7/8<br />
Lbs -- 4415 4415 4415 3780 2865 -- 780<br />
BPH15118 LBV1.56/11.88 x 12 1-9/16 11-7/8 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2<br />
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47<br />
MPH15118 WM211.88 -- 12 1-9/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2<br />
Lbs -- -- -- -- -- -- 3745 --<br />
kN -- -- -- -- -- -- 16.66 --<br />
THO15140 -- -- -- 16 1-9/16 14 2-3/8 -- 1-1/2 10 10d 2 10d x 1-1/2<br />
Lbs 1485 1485 1485 1485 1690 1200 -- 435<br />
kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94<br />
1-1/2 x 14 BPH1514 LBV1.56/14 x 12 1-9/16 14 2-3/8 -- 1-1/2 10 16d 4 10d x 1-1/2<br />
Lbs -- 4415 4415 4415 3780 2865 -- 780<br />
kN -- 19.64 19.64 19.64 16.81 12.74 -- 3.47<br />
MPH1514 -- -- -- 12 1-9/16 14 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2<br />
Lbs -- -- -- -- -- -- 3745 --<br />
kN -- -- -- -- -- -- 16.66 --<br />
1-5/8 x 9-1/2 THO16950 -- -- -- 18 1-11/16 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2<br />
Lbs 1445 1935 1860 1920 1645 1170 -- 435<br />
kN 6.43 8.61 8.27 8.54 7.32 5.20 -- 1.94<br />
1-5/8 x 11-1/4 THO16112 -- -- -- 16 1-11/16 11-1/4 2 -- 1-1/2 6 10d 2 10d x 1-1/2<br />
Lbs 1485 1935 1860 1920 1690 1200 -- 435<br />
kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94<br />
1-5/8 x 11-7/8 THO16118 -- -- -- 16 1-11/16 11-7/8 2 -- 1-1/2 6 10d 2 10d x 1-1/2<br />
Lbs 1485 1935 1860 1920 1690 1200 -- 435<br />
kN 6.61 8.61 8.27 8.54 7.52 5.34 -- 1.94<br />
1-5/8 x 14 THO16140 -- -- -- 16 1-11/16 14 3 -- 1-3/4 10 10d 2 10d x 1-1/2<br />
Lbs 1485 1485 1485 1485 1690 1200 -- 435<br />
kN 6.61 6.61 6.61 6.61 7.52 5.34 -- 1.94<br />
1-3/4 x 7-1/4 PHXU17725<br />
LBV1.81/7.25,<br />
Lbs -- 6370 6370 6370 6370 4420 -- 1210<br />
x 7 1-13/16 7-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2<br />
WP1.81/7.25<br />
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38<br />
BPH17925 LBV1.81/9.25 x 12 1-13/16 9-1/4 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2<br />
Lbs -- 4890 4890 4890 4320 3235 -- 780<br />
kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47<br />
1-3/4 x 9-1/4 PHM17925 WP9.25 x 7/10 1-13/16 9-1/4 2-1/2 7 3 2 16d 2 10d x 1-1/2<br />
Lbs -- 5090 4795 4435 4125 4125 -- --<br />
kN -- 22.64 21.33 19.73 18.35 18.35 -- --<br />
PHXU17925 WPU1.81/9.25 x 7 1-13/16 9-1/4 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2<br />
Lbs -- 6370 6370 6370 6370 4420 -- 1210<br />
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38<br />
THO17950<br />
LT179,<br />
Lbs 1570 1935 1860 1920 2195 1560 -- 505<br />
-- 18 1-3/4 9-1/2 2 -- 1-1/2 6 10d 2 10d x 1-1/2<br />
ITS1.81/9.5<br />
kN 6.98 8.61 8.27 8.54 9.76 6.94 -- 2.25<br />
BPH1795<br />
LBV1.81/9.5,<br />
Lbs -- 4890 4890 4890 4320 3235 -- 780<br />
x 12 1-13/16 9-1/2 2-3/8 -- 1-11/16 10 16d 4 10d x 1-1/2<br />
MIT9.5<br />
kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47<br />
1-3/4 x 9-1/2<br />
Lbs -- 5090 4795 4435 4125 4125 -- --<br />
PHM1795 WP9 x 7/10 1-13/16 9-1/2 2-1/2 7 3 2 16d 2 10d x 1-1/2<br />
kN -- 22.64 21.33 19.73 18.35 18.35 -- --<br />
PHXU1795 -- -- x 7 1-13/16 9-1/2 3-1/4 10 2-1/2 8 16d 6 10d x 1-1/2<br />
Lbs -- 6370 6370 6370 6370 4420 -- 1210<br />
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38<br />
MPH1795 WM9 -- 12 1-13/16 9-1/2 2-1/2 7 3-3/4 2 16d duplex 2 10d x 1-1/2<br />
Lbs -- -- -- -- -- -- 4305 --<br />
kN -- -- -- -- -- -- 19.15 --<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 />
L<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 />
TF<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 />
H<br />
2<br />
2<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
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