Consultation to this flat plate
Consultation to this flat plate
(OP)
Dear structural , with the attached figure , the calculation is don according to the Swedish code , no min reinforcement like aci code ,, no beam ,the calculation don by using FEM design strusoft program , it shows the reinforcement mm2/m
What is your idea about the consideration, we use hinged column and wall, and may we consider it as fixed
is there any consideration for flat plate ,what's the theoretical consideration when we design a flat plate
What is your idea about the consideration, we use hinged column and wall, and may we consider it as fixed
is there any consideration for flat plate ,what's the theoretical consideration when we design a flat plate






RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
It might help if we knew your position, and who you are trying to convince. Who are you "urging to use minimum reinforcement"?
I wouldn't want to get into a discussion of the merits of your software, because before you use any design aid to design a flat plate, you need to first understand how a flat plate works. That basic understanding cannot be gleaned from this site.
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate
RE: Consultation to this flat plate