Column Analysis

Procedure for the experiment is as follows.

  1. Pin a graph paper on the wooden board behind the column.

  2. Apply the load at the top of columns increasing gradually. At certain stage of loading the columns shows abnormal deflections and gives the buckling load.

  3. Note the buckling load for each of the four columns.

  4. Trace the deflected shapes of the columns over the paper. Mark the points of change of curvature of the curves and measure the effective or equivalent length for each case separately.

  5. Calculate the theoretical effective lengths and thus buckling loads by the expressions given above and compare them with the observed values.

Observation table

Section Type Type of joints Young's Modules(Ksi) Area of M.I(mm4) Length of Column(Ft) Boundary conditions Area of cross section(A) Radious of Gyration(R) Critical Buckling Load
Column 1.Pinned-Pinned column buckling load
Column 2.Fixed-Fixed column buckling load
Column 3.Fixed-Pinned buckling load
Column 4.Fixed-Pinned column buckling load

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