Q: What are the assumption in Beam on elastic foundation?

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An elastic foundation is a foundation that is not rigid and follows Hook's law. The implications of an analysis on an elastic foundation are that you can no longer assume zero deflection from at the base of loaded structures.

Svein E. Weberg has written: 'Frequency analysis of a curved beam on elastic foundation' -- subject(s): Girders, Vibration

The perimeter beam around the edge of a raft foundation.

Elastic Analysis of a beam is the primary state of the beam before it yields, or reaches its yield stress governed by the material properties. After the beam yields it goes into a second state of which is the beams plastic state, from then on the beam cannot revert back to original shape, it is permanently deformed.

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elastic center is that point of a beam in the plane of the section lying midway between the flexural center & the center of the twist of th

A strap beam is a beam that connects two foundation footings toghether (needs structural study to see whether to put a STB or not)...

PT Beam is an initial for Post-Tensional beam. PT beams are slabs that are flat or ribbed and are normally used in construction of a building's foundation.

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Two beams are said to be elastically coupled when central deflection in the lower beam (due to load on midspan) is equal to the central deflection on the upper beam plus the extension in suspension rod by which both are suspended

Assumptions The beam is symmetrical about Y-Y The traverse plane sections remain plane and normal to the longitudinal fibres after bending (Beroulli's assumption) The fixed relationship between stress and strain (Young's Modulus)for the beam material is the same for tension and compression ( σ= E.e )