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Simpson Anchors  |  SKU: HSKP5.75X19.5  |  Barcode: 707392022909

Simpson Strong-Tie HSKP5.75X19.5 (5-3/4" x 19-1/2") Heavy Seated Knife Plate Hanger - Steel

$479.23
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Key Specifications

Finish: Gray Painted
Material: Painted Steel
Type: Plate Hanger
 

Description

Simpson Strong-Tie HSKP5.75X19.5 Description

The Simpson Strong-Tie HSKP5.75X19.5 Heavy Seated Knife Plate Hanger delivers concealed, high-capacity connections for mass timber construction. Engineered to provide strength without sacrificing aesthetics, this hanger supports substantial loads while maintaining the clean look of exposed wood.

Simpson Strong-Tie HSKP5.75X19.5 Includes

  • (1) HSKP5.75X19.5 Connector

Simpson Strong-Tie HSKP5.75X19.5 Features

  • High capacity
  • Code listed in ICC-ES ESR 2552
  • ASTM E119 1- and 2-hour fire tests
  • Factory installation of connector reduces on-site labor
  • Quick field connection of beam to supporting member reduces crane cycle-time
  • Inclined screw hole feature reduces the overall screw count compared to horizontal screws
  • Options for wood-to-wood and wood-to-steel concealed connection
  • Recommended for use at beam-to-beam or beam-to-column connections in any Seismic Design Category

Simpson Strong-Tie HSKP5.75X19.5 Applications

  • Mass timber construction using glulam or CLT beams
  • Commercial and residential wood-frame structures
  • Architectural designs requiring concealed hardware for a cleaner aesthetic

Simpson Strong-Tie HSKP5.75X19.5 Installation Overview

  1. Prepare: Clean and align beam and column surfaces.
  2. Dry Fit: Position the hanger in a controlled setting to verify fit.
  3. Fasten: Secure using specified SDCF Timber-CF screws at 45° through fastener tabs.
  4. Assemble: Transport and install the beam-to-column assembly on site.

Simpson Strong-Tie HSKP5.75X19.5 Specifications

Finish Gray Paint
Material Painted Steel
Weight 26.4 lb
Additional Info Back and Knife Plate — 3/8" gauge; Bearing Plate — 1/2"

NOTE: The correct fasteners installed in the correct position must be used to achieve published load values.

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