balcony motif beams

[201968]

Would I have made a wrong analysis if we defined and calculated the elements of 20/30 dimensions, which are called motifs in the architectural project at the ends of the balcony, as 20/30 beams, and did not take into account that they did not meet the minimum requirement?

 

[unver]

Re: BALCONY MOTIF Hello

If we define and calculate the elements of 20/30 dimensions, which are called motifs in the architectural project at the ends of the balcony, as 20/30 beams and not meet the minimum requirement, Would I be doing a wrong analysis if we didn't take it into account?

My suggestion: Calculate the beam piece under the balcony slab and the wall/concrete load above it and give it as a linear load on the balcony end. Make a static calculation and draw it. Correct the drawing and add the parapet reinforcement as below. Unver OZCAN

 

[201968]

Re: BALCONY MOTIF Thank you for your suggestion. In previous projects, I also made analyzes as you said. I shared this question for a different perspective and analysis. I would be glad if ideCAD management also comments on this issue. Thanks

 

[Levent Özpak]

Thank you for your suggestion. I have done analyzes as you said in previous projects. I shared this question for a different perspective and analysis. I would appreciate if ideCAD management also comments on this issue. Thanks

For balcony motifs, you can define a load on the floor with the "Linear floor load" command.

 

[201968]

Levent, what I want to ask is not linear load definition, is it wrong to solve 20/30 motifs as 20/30 beams? İsmail Hakkı Bey has previously explained that we can make such an analysis for the parapet with the example in the photograph.

 

[Levent Özpak]

Mr. Levent, what I want to ask is not linear load definition, would it be wrong to solve the motifs whose dimensions are 20/30 as 20/30 beams?

If you want to include the motif beam in the analysis model and a semi-rigid solution is being made, you can model it this way (In this case, it would be appropriate to arrange the reinforcement axis types of the cantilever flooring.) You can ignore the dimension warnings in this beam.

 

[201968]

''In this case, it would be appropriate to arrange the reinforcement axle types of the console floor'' Mr. Levent, can you explain what you mean here

 

[Levent Özpak]

''In this case, it would be appropriate to arrange the reinforcement axle types of the console slab'' Mr. Levent, can you explain what you mean here

Since the right side of the D02 slab is beam, the reinforcement axis of the reinforcement axis no. 1 is console type console It is appropriate to set it as console reinforcement or top+bottom flat reinforcement with the "Reinforced Concrete Calculation Axis Edit" command.

 

[201968]

Thank you...