HOME    CONTACT  
Fero Header Left Fero Header Right
Fero background slice LATERAL TIE CLIP
PRODUCTS
Introduction  |  System  |  Performance
Description  |  Design Load  |  Notes  |  Design Example
spacer
  LATERAL TIE CLIP DESIGN LOAD AND DEFLECTIONS

1.
Free Play (maximum):
 0.00 mm (0")
2. 0.45 kN (100 lbs) Deflection: 1.01 mm (0.04")
3. Recommended Design Load: 0.73 kN (164 lbs)
4. Recommended Design Load Deflection: 1.56 mm (0.06")
5. Maximum Recommended Spacing:
Minimum 2 per
V-Tie™
 
     
spacer
spacer

[ DOWNLOAD PRINT VERSION ]

©2000-2007 Fero Corporation
FERO Engineered Masonry Connectors