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WP/HWP/HWPH/WMU Plated Truss Top-Flange Hangers

WP/HWP/HWPH/WMU

On This Page

The WP hangers offer design flexibility and versatility supporting trusses off of wood or steel. WMU hangers are designed for use on standard 8" grouted masonry block wall construction.

Material

  • WP/HWP — 7-gauge top flange and 12-gauge stirrup; HWPH — 3-gauge top flange and 7-gauge stirrup

Finish

  • Simpson Strong-Tie gray paint; hot-dip galvanized available: specify HDG

Installation

  • Use all specified fasteners.
  • The WP may be used for weld-on applications. The minimum size weld is a 1 1/2" long fillet weld to each side of the top flange; weld size to match hanger material thickness. See General Instructions for the Installer, note k for weld information. Weld-on applications have the maximum allowable capacity listed. Uplift loads do not apply to this application.
  • Hangers can support multi-ply carried members; the individual members must be secured together to work as a single unit before installation into the hanger.

Options

  • For skewed trusses using the WP hanger, order the Type B stirrup for proper bearing
  • For 4x2 trusses, the ANP nail pattern may be ordered with WP hangers, which will relocate the joist nails to the top and bottom chords

Related Literature

Load Tables

Nailer Table

WP/HWP/HWPH/WMU Plated Truss Top-Flange Hangers Nailer Table
  1. Attachment of nailer to supporting member is the responsibility of the Designer.

Various Headers

    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.

WP/HWP/HWPH/WMU Plated Truss Top-Flange Hangers Various Headers
  1. Uplift loads have been increased for earthquake or wind loading with no further increase allowed. Reduce where other loads govern.
  2. Joist dimensions do not include truss plate thickness.
  3. Fasteners: Nail dimensions in the table are listed diameter by length. For additional information, see Fastener Types and Sizes Specified for Simpson Strong-Tie Connectors.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
HWP1.56 ESR-2615 ESR-2523 FL10667
HWP1.81 ESR-2615 ESR-2523 FL10667
HWP2.56 ESR-2615 ESR-2523 FL10667
HWP3.56 ESR-2615 ESR-2523 FL10667
HWP3.62 ESR-2615 ESR-2523
HWP5.12 ESR-2615 ESR-2523 FL10667
HWP5.62 ESR-2615 ESR-2523 FL10667
HWP66 ESR-2615 ESR-2523 FL10667
HWP7.12 ESR-2615 ESR-2523 FL10667
HWPH2.56 ESR-2615 ESR-2523 FL10667
HWPH2.75 ESR-2615 ESR-2523
HWPH3.56 ESR-2615 ESR-2523 FL10667
HWPH3.62 ESR-2615 ESR-2523
HWPH5.12 ESR-2615 ESR-2523 FL10667
HWPH5.25 ESR-2615 ESR-2523
HWPH5.37 ESR-2615 ESR-2523
HWPH5.62 ESR-2615 ESR-2523 FL10667
HWPH7.12 ESR-2615 ESR-2523 FL10667
WSee specific model numbers for code listings.
W1.62x No evaluation report listing.
W3.62x No evaluation report listing.
WMSee specific model numbers for code listings.
WPSee specific model numbers for code listings.
WP3.62x No evaluation report listing.
WP7.25x No evaluation report listing.

ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction

Drawings

Part Orthographic Perspective
W1.62xNone None
W3.62xNone None
WP3.62xNone None
WP7.25xNone None