Peak moment values

[pevelor]

Hi all

Analyzing slabs, I get some peak values at corners. I believe this is because of uplift in corners but I am not interested in these values proceding into req. reinforcement. I use the option to reduce forces above supports but without luck.

Can someone please explain how I get these values away if possible. If its not possible, what are the workflow while bringing the slab into prov. reinforcement?

the file can be downloaded from here: https://www.dropbox.com/s/cbuzmca4y47agm7/DO1_rev03%20-%20rc%20calc.rtd?dl=0

regards

peder

[StefanoPasquini6790 · Accepted solution]

Hi,

Hi,

Have you assigned the dimensions to the restraints? Please go in the advanced option for your restraints and define the dimensions.

After this you can see a peak reduction of the bending moment.

Bye

[pevelor]

Hi

thanks for helping out.

I have set dimensions for the supports and in the attached file and that helped as you mentioned to. Do you have any other suggestions that could help?

Meshing options or calculation method etc?

Thanks in advance

[StefanoPasquini6790]

Hi, please be patient, I'm writing from mobile phone and I have no possibility to view you model. Tomorrow I will be on my workstation and I will suggest you more tricks (if I have)

Greetings.