Abstract
The issue of buckling is one of the subjects that should be especially emphasized in the design and dimensioning processes of engineering. In the past, this issue was not of much importance in construction and machine elements. Because the strength of the existing materials at that time was low and as a result, they were resistant to buckling due to the large cross-sectional areas of the structure and machine elements. However, in the course of time, the cross-sectional area of the building and machine elements also decreased. As a result of the reduction of the cross-sectional area, besides the advantage of getting rid of large and heavy elements, it also brought the disadvantage of buckling. In our seminar study the buckling caused by fixing the shaft at different stroke and pressure values was determined by 4 comparators and the buckling values on the shaft surface were examined.
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