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 Engineered Wood, Top-Flange Hangers for Plated Truss
See Hanger Options for hanger modifications, which may result in reduced loads.
The table indicates the maximum allowable loads for HWP 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 & 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|
|HWP||1.0||0.8||1.0||N/A||1.0||0.8||(90-a)/90||(90-a)/90||0.5||0.6||0.5||0.6||N/A||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.