How Do You Calculate Deflection in Double Beam Assemblies?

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SUMMARY

The discussion focuses on calculating deflection in double beam assemblies, specifically two identical beams supported at both ends with a central load. The maximum deflection for a single beam is given by the equation v_max = -(P*L^3)/(48*E*I). When two beams are stacked perpendicularly and the load is applied at the center, the deflection can be approximated as half that of a single beam, provided that the beams are identical and the load is symmetrically applied. If these conditions are not met, the problem becomes statically indeterminate, requiring a more complex analysis of load distribution between the beams.

PREREQUISITES
  • Understanding of beam deflection equations, specifically v_max = -(P*L^3)/(48*E*I)
  • Knowledge of statically indeterminate structures
  • Familiarity with load distribution principles in structural engineering
  • Basic concepts of beam mechanics and support conditions
NEXT STEPS
  • Research methods for analyzing statically indeterminate structures
  • Learn about load sharing in multi-beam systems
  • Study advanced beam deflection theories and equations
  • Explore software tools for structural analysis, such as SAP2000 or ANSYS
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in analyzing or designing beam assemblies will benefit from this discussion.

cdf0080
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Hello,

I would like to know how to find the deflection of simple 2 beam assemblies. In college, I remember only doing one beam problems. For example, a beam supported at both ends with a load in the center would follow the equation v_max= -(P*L^3)/(48*E*I).

What if 2 identical beams supported at both ends are place on top of each other and perpendicular. Looks like a square cross at the top view and the load is applied in the center. Is there an max deflection equation for that?

I'd assume the load could be cut in half and calculated with the one beam equation?
 
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As long as the two beams are exactly alike (same length, same end support conditions) and the intersection is exactly at the middle with effectively a ball support at that point (so that there is no moment transfer), then the deflection will be half that of a single beam. If any of these special conditions are not met, then the problem is more complex because you have load sharing between the two beams, and it becomes necessary to determine how much load is taken in each beam. This is a statically indeterminate problem.
 

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