Stress analysis of a column base using an FEA model in RFEM. The bolts are modeled with nonlinear supports that only act under tension. The end plate of the column base has elastic foundations and only acts under compression.

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Steel Structure Column Base

Number of Nodes 60
Number of Lines 61
Number of Members 0
Number of Surfaces 12
Number of Solids 0
Number of Load Cases 2
Number of Load Combinations 1
Number of Result Combinations 0
Total Weight 0.556 tons
Dimensions 3.94 x 3.28 x 3.94 feet

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