EWP Hangers - USP Connectors

Column Caps – KCCQ & KECCQ series continued
Installation:
• Use all specified fasteners. See Product Notes, page 10.
• WS3 Wood Screws, 1/4˝ dia. x 3˝ long, are supplied with KCCQ and KECCQ Column
Caps.
• Beams shall be designed to support the required loads. Beam shear may limit loads to
less than listed loads for device. A design professional shall determine the adequacy of
the stud to resist published loads.
Caps & Bases
USP
Stock No.
Dimensions (in) Fastener Schedule 4 Factored Resistance 3
Column
DF-L S-P-F
Beam or Post Bearing Uplift Bearing Uplift
(100%) 2 (115%) 1,8 (100%) 2 (115%) 1,8
Steel
Ref. No. Gauge W1 W2 H L Qty Type Qty Type Lbs kN Lbs kN Lbs kN Lbs kN
End Column Caps
KECCQ64 ECCQ64SDS2.5 7 5-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 33890 150.76 11785 52.42 25605 113.90 8370 40.79
KECCQ66 ECCQ66SDS2.5 7 5-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 41630 185.19 11785 52.42 28615 127.29 8370 40.79
KECCQ67X ECCQ6-7.13SDS2.5 7 5-1/2 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79
KECCQ68 ECCQ68SDS2.5 7 5-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 42075 187.17 11785 52.42 28615 127.29 8370 40.79
KECCQ74 ECCQ74SDS2.5 3 6-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 39550 175.93 11785 52.42 29665 131.96 8370 40.79
KECCQ76 ECCQ76SDS2.5 3 6-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79
KECCQ77 ECCQ77SDS2.5 3 6-7/8 6-7/8 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79
KECCQ78 ECCQ78SDS2.5 3 6-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 51640 229.72 11785 52.42 35115 156.21 8370 40.79
KECCQ71-4 ECCQ7.1-4SDS2.5 3 7-1/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 40665 180.89 11785 52.42 30455 135.48 8370 40.79
KECCQ71-6 ECCQ7.1-6SDS2.5 3 7-1/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 50810 226.02 11785 52.42 36420 162.01 8370 40.79
KECCQ71-71 ECCQ7.1-7.1SDS2.5 3 7-1/8 7-1/8 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79
KECCQ71-8 ECCQ7.1-8SDS2.5 3 7-1/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53555 238.23 11785 52.42 36420 162.01 8370 40.79
KECCQ84 -- -- 7 7-1/2 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 42890 190.79 11785 52.42 39015 173.55 8370 40.79
KECCQ86 ECCQ86SDS2.5 7 7-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 53840 239.50 11785 52.42 39015 173.55 8370 40.79
KECCQ88 ECCQ88SDS2.5 7 7-1/2 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 57375 255.23 11785 52.42 39015 173.55 8370 40.79
KECCQ94 -- -- 7 8-7/8 3-5/8 6-1/2 8-1/2 16 WS3 14 WS3 48375 215.19 11785 52.42 35940 159.88 8370 40.79
KECCQ96 ECCQ96SDS2.5 7 8-7/8 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 61385 273.06 11785 52.42 44395 197.49 8370 40.79
KECCQ98 ECCQ98SDS2.5 7 8-7/8 7-1/2 6-1/2 8-1/2 16 WS3 14 WS3 66940 297.78 11785 52.42 45520 202.49 8370 40.79
KECCQ106 ECCQ106SDS2.5 7 9-1/2 5-1/2 6-1/2 8-1/2 16 WS3 14 WS3 65895 293.13 11785 52.42 47520 211.39 8370 40.79
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; reduce for other load durations in accordance with the code.
2) Bearing loads are based on compression perpendicular to grain values published in the 2001 NDS and soft converted to Limit States Design.
3) Factored resistances are based on lumber with a specific gravity of DF-L = 0.49 and S-P-F = 0.42 and a moisture content of 19% or less.
5) Beams shall be designed to support the required loads. Beam shear may limit loads to less than listed loads for device.
6) The designer shall check post for required loads.
7) Spliced conditions must be detailed by the specifier to transfer tension loads between spliced members by means other than the column cap.
8) Uplift loads do not apply to splice conditions.
© Copyright 2013 USP Structural Connectors ®
Speciality Options:
• For end column caps, add an E after the K in the stock number, as in KECCQ325-4.
• Straps may be rotated 90° on special order where the W2 dimension is less than or equal to
the W1 dimension.
• KCCQO/KECCQO – Cap only, no strap design for field welding to pipe or other columns.
• KCCQOB – For cross beam connections. Any two buckets can be welded together for a wide
variety of applications. Allowable load shall be the lesser of the two components.
• KCCQT – For T beam intersections, consult USP. Specify beam/column conditions,
dimensions, and loading requirements.
• KCCQC – For X beam intersections, consult USP. Specify beam/column conditions,
dimensions, and loading requirements.
• KECCQLL/R – For L beam intersections, consult USP. Specify left (L) or right (R) beam/column
conditions, dimensions, and loading requirements.
Dimension call-outs not shown in the table must be specified at time of ordering for
specialty options, non-catalog, or rough/full size lumber sizes.
continued on next page
62
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