Do TBDY columns allow calculation only with axial load?

Re: Our earthquake code columns only axial load stone If it is guaranteed that one day an earthquake will not occur, a design as you say is allowed. Otherwise it is impossible to deny the lateral Forces.
 
Re: Our earthquake code columns are only axial load stone first of all thanks for responding to my question; Well, I think we can't design according to axial load only because of the shear forces created by these earthquake effects, so you considered it as the absence of an earthquake. While defining the loads in programs such as idecad or sta4cad, we also affect the movable and fixed loads such as Q, G and E, as well as wind and earthquake loads. and they don't act as an axial pressure force on the column? I mean, I'm talking only about taking the earthquake load as a combination of loads and affecting it. I will be glad if you answer or help with good work.
 
Re: TBDY columns allow calculation only with axial load No matter what loads you solve, there are 6 cross-sectional effects at the top and bottom ends of the columns. A total of 12 at the top and bottom Under the influence of these effects and the combinations that the earthquake code says make, the capacity ratios of your column, shear, group shear and beams should be below 1 in the capacity designs; In other words, N Mx and My resulting from this combination should not overflow in the diagrams below.
 
Re: TBDY columns allow calculation only with axial load Thank you very much for your help and answers. Alhamdulillah, we have benefited from a useful knowledge in a beneficial way. earthquake forces entered while designing the structure, etc. The importance of horizontal forces has once again come to light. :) good health and good days...
 
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