Hi
I just have a quick question. How come I get some extreme values on random places on the slab I am calculating?
Solved! Go to Solution.
Solved by Rafal.Gaweda. Go to Solution.
Under point loads, over supports, columns...
Or send us file to check.
Hi again.
I have figuered out that the extreme values are caused by reinforcement change for cracks.
When I choose the option 'none' under Minimum reinforcement I do not get these values.
How can I fix my results without loosing the possibility to see the min. reinforcement area for cracks?
Regards
Peder
Check if there is tension in such point. If so there are different min reinf formulas for bending and tension.