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S/HDU Holdowns


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The S/HDU series of holdowns combines performance with ease of installation. The pre-deflected geometry virtually eliminates material stretch, resulting in low deflection under load. Installation using self-drilling tapping screws into the studs reduces installation time and saves labor cost.

Material: 118 mil (10 ga)

Finish: Galvanized

Installation:


top Gallery:
  roll over images below to see larger image
 
S/HDU
U.S. Patents 5,979,130
and 6,112,495 		Typical S/HDU Installation

top Load Table: See code report listings below
Table
  1. Designer shall specify the foundation anchor material type, length, embedment and configuration. Tabulated loads may exceed anchor bolt ASTM A36 or A307 tension capacities.
  2. See anchor bolt options: SB Anchor Bolts, SSTB Anchor Bolts, RFB Retrofit Bolts, PAB Pre-Assembled Anchor Bolts.
  3. See anchor bolt retrofit options.
  4. Stud design by Specifier. Tabulated loads are based on a minimum studs thickness for fastener connection.
  5. 1/4" self-drilling tapping screws can be substituted for #14.
  6. Heavy hex nut is required to achieve the table loads for S/HDU11.
  7. Deflection at ASD and LRFD Loads includes fastener slip, holdown elongation and anchor bolt elongation (L=4").
  8. Nominal Tension Load is based on the average ultimate (peak) load from tests. AISI Lateral Design standard requires holdown to have nominal strength to resist lesser of amplified seismic load or the maximum force the system can deliver.
next  top Code Reports (PDFs):
Legacy Reports
  IAPMO ES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
S/HDUNo code listing: Please contact us for test data.
S/HDU11 ER-124   RR25489 FL13872    
S/HDU4 ER-124   RR25489 FL13872    
S/HDU6 ER-124   RR25489 FL13872    
S/HDU9 ER-124   RR25489 FL13872    



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson Strong-Tie™ AutoCad® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
S/HDUNone for this model S/HDU: DWG | DXF
S/HDU11None for this model None for this model
S/HDU4 S/HDU4: DWG | DXF
S/HDU4 front view: DWG | DXF
S/HDU4 left view: DWG | DXF
S/HDU4 right view: DWG | DXF
S/HDU4 top view: DWG | DXF
None for this model
S/HDU6None for this model None for this model
S/HDU9 S/HDU9: DWG | DXF
S/HDU9 front view: DWG | DXF
S/HDU9 left view: DWG | DXF
S/HDU9 right view: DWG | DXF
S/HDU9 top view: DWG | DXF
None for this model

   
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Order free catalogs by mail
C-CFS10 (Cold-Formed Steel Connectors), page 31
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Holdowns and Tension Ties (Cold-Formed Steel)
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