This product's information may differ depending on the category of use. You are currently viewing details related to Top-Flange Hangers for Solid Sawn Lumber. You can also view product information related to the categories of: Top-Flange Hangers for Plated Truss, Top-Flange Hangers for Engineered Wood, 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.
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.
|Models||Seat||Top Flange||Top Flange and Seat||Joist Height|
|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|
|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.|
Allowable Download =
(lowest of Seat, Top Flange, or Joist Height) x (Table Load).
Allowable Uplift =
as noted in table per height, see table above.