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beam span
The finite element models are subjected to pure bending moment in the entire beam span.
      
We suggest an equivalent beam of variable height for cracked FGM beams which includes the homogeneous beam for the linear, quadratic and cubic variations in elastic modulus along the beam span.
      
Aluminum is used to minimize weight at the center of the support beam span.
      
As Ro shrinks, the beam span in governing equation also shrinks.
      
Beam span distributed and concentrated loads acting in the upward direction are not allowed.
      
Contrary to conventional RBS solutions, the reduced section in JAMA connection is placed within the beam span away from the column face.
      
Each beam span and cantilever is divided into segments for purposes of integration.
      
However, the coupling effect is negligible for very long delaminations greater than 80% of the beam span and also for the even modes of vibration.
      
The bending moment at the center of the beam span is calculated to be Mi = 204 kips-ft.
      
The deformation parameter used to determine the loading history was the interstory drift, defined as the beam deflection divided by the beam span.
      
The heights of the first and second story were 765 and 840 mm, respectively, and the beam span length was 1800 mm.
      
The height of the first story was 2000 mm and the beam span length was 3000 mm.
      
The pads were adhered to the bottom of concrete ties and installed on both a concrete span bridge and a steel beam span bridge.
      
 

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