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beam load
Specimens were secured in a single beam cantilever configuration and displaced using a calibrated thin beam load cell attached to a motorised micropositioner.
      
A 500 cm2 circular plate is rigidly affixed to an S-beam load cell mounted beneath the plate and is free to deflect normal to the bed.
      
For beam load cells, the type of support bracket and loading saddle determine the end loading conditions.
      
If the primary beam load is not a constant bending moment, the re sults might be somewhat different.
      
The beam load is shown on the vertical axis and the graphs show results of finite element calculations.
      
The load was not applied as beam load; a parallelogram was used to load the specimens in pure shear.
      
The load receptor is a 'floating' platform that is mounted on four high capacity shear beam load cells.
      
 

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