Technical Specifications

USP2000-071
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209
© Copyright 2007 USP Structural Connectors
®
Solid Top Flange Hanger Specialty Details continued
Skew
angle
Slope
angle
Plumb
height
Specify
angle
Joist
Height
Specify
angle
W
2
SA
H
2
W
1
H
1
Specify
angle
Slope
angle
Joist skew
right shown
Typical LBH hanger
sloped seat, down
shown
Typical LBH hanger
sloped down, skewed
right, low side
flush shown
Typical
LBH hanger
ridge, top
flange slope
Typical PH hanger
saddle option
Typical LBH hanger
skewed right, sloped
down, top flange sloped
Typical LBH hanger top
flange offset,
right shown
Specify angle
high side flush
low side flush
c
enter flush
Typical LBH hanger
sloped top flange,
right shown
Sloped Top Flange Hanger:
• Additional nail holes may be added to top angle.
• Specify top flange slope and direction when ordering.
• Specify if hanger is to be high side flush, low side
f
lush, or center flush.
Ridge Hanger:
• Specify flush top of beam at center, right side, or
l
eft side.
• Specify angle of slope when ordering.
Top Flange Offset Hanger:
• Specify offset, left (L) or right (R), when ordering.
Saddle Hanger:
• Specify saddle width, “SA” when ordering. Allow
clearance for saddled member.
Welded Top Flange
Typical Top Flange
welded installation
Continuous weld along
back of top flange
Typical Top Angle
welded installation
Typical
see chart
PH, PHI, SW 3˝
BPH, PHM, SWH 4˝
KLB, KHW, PHX, PHXU 6˝
HLBH, KHGLT 10˝
Weld shall be distributed evenly.
KB, KHB, LBH, KGB, KHGB,
KHHB, KGLS, KGLST, KGLT,
KHGLS, KHGLST
8˝
USP
Welded Hanger Series
Weld
Length
10 gauge or lighter 1/8˝
7 gauge 3/16˝
3 gauge 1/4˝
Top Angle
Steel Gauge
Weld
Size
• Weld sizes and lengths shown on chart.
• W
eld-on applications produce maximum allowable
load listed. Uplift loads do not apply to this
application.
T
op Angle W
eld Length chart
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