A floating column AB of length L, is modelled with top end fixed and bottom end yielding under column load. The yielding support can be visualised as an axial spring of stiffness k. If an axial force Pis applied at a distance 'a' from the top, determine reactions at the ends A and B and displacement at the end B.

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Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.