
This product's information may differ depending on the category of use. You are currently viewing details related to Top-Flange Hangers for Engineered Wood. You can also view product information related to the categories of: Top-Flange Hangers for Solid Sawn Lumber, Top-Flange Hangers for Plated Truss, Joist Framing Connectors for Cold-Formed Steel Construction
The WP is designed to support joists on purlins or beams and may be used for wood-to-wood or wood-to-steel applications. This top-flange hanger offers exceptional flexibility and versatility with the ability to be skewed up to 84° and/or sloped to a maximum of 45°. The WP is an economical choice with a low installed cost requiring a small number of nails for maximum downloads.
Sloped and/or Skewed Seat:
The table indicates the maximum allowable loads for WP hangers used on wood nailers. Nailers are wood members attached to the top of a steel I-beam, concrete or masonry wall.
These products are available with additional corrosion protection. Additional products on this page may also be available with this option. Check with Simpson Strong-Tie for details.
Models | Seat | Top Flange | Top Flange & Seat | Joist Height | ||||||||||||
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Seat Sloped 45° Max. | Seat Skewed Type A | Seat Skewed Type B | Seat Sloped and Skewed Type A 1°-45° | Top Flange Sloped 35° Max. | Top Flange Bent Open or Closed 30° Max. | Top Flange Offset | Top Flange Offset and Skewed Seat Type A, Bevel Cut 1°-45° | Top Flange Offset and Skewed Seat Type B, Plumb Cut 1°-84° | Joist Shorter Than Hanger | |||||||
Slope Up | Slope Down | 1°-45° | 1°-45° | 46°-84° | Up | Down | Narrow | Wide | Narrow | Wide | Narrow | Wide | ||||
Footnotes
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WP | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | 1.0 | (90-a)/90 | (90-a)/90 | 0.5 | 0.5 | 0.25 | 0.3 | By more than 1/2": 0.50 By 1/2" or less: 1.00" |
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HWP | 0.8 | N/A | 0.8 | 0.5 | 0.6 | 0.5 | 0.6 | N/A | ||||||||
HWPH | 0.8 | 0.7 | 0.5 |
Allowable Download =
(lowest of Seat, Top Flange, or Joist Height) x (Table Load).
Allowable Uplift =
as noted in table per height, see table above.
DWG | DXF | RFA | IFC | SAT | |||
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