Hi,
I have a single story structure. I applied only selfweight load. Can anyone tell me why the total applied load is not equal to the sum of reactions?
Note that in the model I also have:
- foundation elasticity parameters,
- spring supports,
- very stiff dummy bars and
- diaphragms that are automatically created by Robot.
Model attached as well as the screenshot of the reaction summary.
Much appreciated,
Aleksandar
Solved! Go to Solution.
Solved by Krzysztof_Wasik. Go to Solution.
Hi Try to reduce E and G for super rigid material. Too big E value can cause this effect.
Refer to Sum of reactions
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