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06-14-2017
08:25 AM
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Hello,
I have a conctete building with core walls shown above, when I did the load take down by hand, the reaction force by each column is much higher than what I get from Robot model.
Also, it seems that the total reaction forces at the bottom of all the columns and walls don't add up to the loads that I am putting on the strucure. Any idea?
I already tried to reduce the slab moment of inertia to 0.01 but this doesn't seem to be a reasonable solution.
Thank you,
Solved! Go to Solution.