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Shouldn't the results must be the same if I did a stress analysis for "Beam" in a stress analysis environment, and in "design accelerator" environment by "Beam / column calculator"?
I did a stress analysis in a stress analysis environment, and the reaction result was: 1250 N.
And when I made the "Beam / column calculator" calculation in the design accelerator environment.
The reaction was: 1000 N
As shown in the attached picture.
Why this difference.
Aren't the results supposed to be the same?
Solved! Go to Solution.