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 />
1-3/4 x 11-1/4<br />
1-3/4 x 11-7/8<br />
1-3/4 x 14<br />
1-3/4 x 16<br />
2 - 2-1/8<br />
x 9-1/2<br />
2 - 2-1/8<br />
x 11-7/8<br />
<strong>USP</strong><br />
Stock No.<br />
BPH17112<br />
PHM17112<br />
PHXU17112<br />
THO17118<br />
BPH17118<br />
PHM17118<br />
PHXU17118<br />
MPH17118<br />
TFL1714<br />
BPH1714<br />
PHM1714<br />
PHXU1714<br />
MPH1714<br />
TFL1716<br />
BPH1716<br />
PHM1716<br />
MPH1716<br />
TFL2095<br />
TFL20118<br />
Ref. No.<br />
LBV1.81/11.25<br />
WPU1.81/11.25<br />
LT171188,<br />
ITS1.81/11.88,<br />
MIT11.88<br />
BA1.81/11.88,<br />
LBV1.81/11.88<br />
WP11<br />
WPU1.81/11.88<br />
WM11<br />
WP14<br />
WPU1.81/14<br />
WM14<br />
LT1716,<br />
ITS1.81/16<br />
B1.81/16,<br />
LBV1.81/16,<br />
MIT1.81/16<br />
--<br />
x<br />
--<br />
Steel Gauge<br />
WP16 x 7/10<br />
WM16<br />
-- --<br />
LT1714,<br />
ITS1.81/14<br />
LBV1.81/14,<br />
MIT1.81/14<br />
LT209,<br />
ITS2.06/9.5<br />
LT2011.88,<br />
ITS2.06/11.88<br />
Web Stiffener Reqd.<br />
--<br />
--<br />
--<br />
18<br />
12<br />
12 1-13/16<br />
18 2-1/8<br />
18<br />
1-3/4<br />
1-13/16<br />
1-13/16<br />
1-13/16<br />
1-13/16<br />
1-3/4<br />
1-13/16 16 2-1/2<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 />
x 12 1-13/16 11-1/4 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 />
x 7/10 1-13/16 11-1/4 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 />
x 7 1-13/16 11-1/4 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 />
Lbs 1735 1935 1860 1920 2195 1555 -- 505<br />
-- 18 1-3/4 11-7/8 2 -- 1-9/16 6 10d 2 10d x 1-1/2<br />
kN 7.72 8.61 8.27 8.54 9.76 6.92 -- 2.25<br />
x 12<br />
x 7/10<br />
x 7<br />
-- 12<br />
--<br />
x<br />
x<br />
x<br />
18<br />
12<br />
7/10<br />
7<br />
12<br />
1-13/16<br />
1-13/16<br />
1-13/16<br />
16<br />
2 --<br />
1-13/16 16 2-3/8 --<br />
2-1/8<br />
11-7/8 2-3/8<br />
11-7/8 2-1/2<br />
11-7/8 3-1/4<br />
14<br />
14<br />
14<br />
14<br />
14<br />
16<br />
9-1/2<br />
2-1/2<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 />
2<br />
2-3/8<br />
2-1/2<br />
3-1/4<br />
2-1/2<br />
11-7/8 2<br />
--<br />
7<br />
10<br />
--<br />
--<br />
7<br />
10<br />
7<br />
7<br />
7<br />
1-1/2<br />
2-1/2<br />
1-11/16<br />
3<br />
3-3/4<br />
2 -- 1-1/2<br />
--<br />
1-11/16<br />
1-13/16 11-7/8 2-1/2 7 3-3/4 2 16d duplex<br />
3<br />
2-1/2<br />
1-11/16<br />
3<br />
3-3/4<br />
1-1/2<br />
1-1/2<br />
10 16d 4 10d x 1-1/2<br />
2 16d 2 10d x 1-1/2<br />
8 16d 6 10d x 1-1/2<br />
6<br />
2 16d duplex 2<br />
2<br />
10d x 1-1/2<br />
10 16d 4 10d x 1-1/2<br />
2<br />
8<br />
6 10d<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 />
10 16d 4 10d x 1-1/2<br />
2 16d 2 10d x 1-1/2<br />
2 16d duplex 2<br />
6<br />
10d 2<br />
10d<br />
10d x 1-1/2<br />
10d x 1-1/2<br />
6 10d 2 10d x 1-1/2<br />
2<br />
16d 2<br />
16d 6<br />
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 -- 4890 4890 4890 4320 3235 -- 780<br />
kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47<br />
Lbs -- 5090 4795 4435 4125 4125 -- --<br />
kN -- 22.64 21.33 19.73 18.35 18.35 -- --<br />
Lbs -- 6370 6370 6370 6370 4420 -- 1210<br />
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38<br />
Lbs -- -- -- -- -- -- 4305 --<br />
kN -- -- -- -- -- -- 19.15 --<br />
Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />
kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />
Lbs -- 4890 4890 4890 4320 3235 -- 780<br />
kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47<br />
Lbs -- 5090 4795 4435 4125 4125 -- --<br />
kN -- 22.64 21.33 19.73 18.35 18.35 -- --<br />
Lbs -- 6370 6370 6370 6370 4420 -- 1210<br />
kN -- 28.34 28.34 28.34 28.34 19.66 -- 5.38<br />
Lbs -- -- -- -- -- -- 4305 --<br />
kN -- -- -- -- -- -- 19.15 --<br />
Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />
kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />
Lbs -- 4890 4890 4890 4320 3235 -- 780<br />
kN -- 21.75 21.75 21.75 19.22 14.39 -- 3.47<br />
Lbs -- 5090 4795 4435 4125 4125 -- --<br />
kN -- 22.64 21.33 19.73 18.35 18.35 -- --<br />
Lbs -- -- -- -- -- -- 4305 --<br />
kN -- -- -- -- -- -- 19.15 --<br />
Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />
kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<br />
Lbs 1795 2370 2305 2450 2495 1771 -- 265<br />
kN 7.98 10.54 10.25 10.90 11.10 7.88 -- 1.18<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 129<br />
<strong>USP</strong>2240-131