Column beam joint safety (S04)

[erdigoksu]

I'm just starting to draw a project. I would appreciate if you share your ideas on how to reduce the shear force in the s04 column and how to make the project better.

 

[Levent Özpak]

I'm just starting to draw a project. How can I reduce the shear force on the s04 column and how can I improve the project? I would appreciate if you share your ideas.

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Some other determinations and suggestions; (A column is defined in the attic on the P02 curtain. The curtain can be continued in the same size or a panel object can be defined in the size of the column) -The beams between the columns must be in one piece (For example, the beam between the columns of the ground floor S6-S10) -The single cantilever without continuity does not define ribbed flooring (example 1.floor D01-D17) -The ribs and calculation beams with the same continuity must also be continuous -The gaps opened with the floor space command on the rib teeth in ribbed floors are not taken into account. Take care not to align the gaps with the teeth or define a beam around the gap. You can review the information about ribbed floors in the links below.

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-The tiles you define at different elevations by dividing them with a tile edge are incorrect data entry. These slabs do not work together (Example: Ground floor D18-19, D16-20, D21-23 etc.) Create a closed area with beams instead of slab edge. Good work

 

[erdigoksu]

Should I continue like this or do my mistakes still persist?

 

[unver]

Hello My suggestions; -- To support the D18 slab, put the K24 beam as a continuation of the K06 beam, (on each floor) -- Do not lay within the flooring, make a single flooring between the beams. MOLD1-2 --The gaps in the flooring should not cut the rib beams, --The ribs can be loosened as ribs, not as tapes. --one. In the basement floor, put beams on the gap edges on the D11 slab and dissolve. Take it easy Unver ÖZCAN

 

[Levent Özpak]

should I continue like this or do my mistakes still continue

-For the D20 low slab created inside the D51 ribbed slab on the ground floor, it would be appropriate to use beams instead of the slab edge -Slab on the left edge of the D51 slab I recommend modeling beams instead of the edge. (The ribs work as a 4 meter long cantilever) - The plate thickness of the D51 slab is defined as 70 cm high. - The elevation of the D54 ribbed slab on the ground floor is not compatible with the beams to which they are attached. - The rib calculation beams are not arranged. - The data entries on the upper floors are also specified Note: If transverse teeth are formed in the program, load transfer occurs to the beams to which the transverse tooth is attached. If the transverse tooth is not required to transfer load to the beams to which they are attached (constructive), if desired, the ribs can be defined without creating transverse teeth and added to the drawings after the analysis using 2 dimension possibilities. and suggestions I am attaching a sample study in which some adjustments are made. Good work

 

[erdigoksu]

I'm sorry, I'm a new graduate and I'm having such difficulties when I start to draw a new project, thanks for your help. There is a cutting problem in the d18 slab thickness and s04 column, how can I solve it, thanks in advance.

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file has been uploaded to the link.

 

[Levent Özpak]

sorry, I'm a new graduate and I'm having such difficulties when I start drawing a new project, thanks for your help, I have a d18 tile thickness and s04 column cutting problem, how can I solve it, thanks in advance. com/open?id=0B4bbnNz3BMkVVmJaak5GOFJJa0E]https://drive.google.com/open?id=0B4bbn ... k5GOFJJa0E[/url] file is uploaded to the link.

-I couldn't see a tile with thickness problem in the project you added. Joint Shear Safety (B) problem in S4 column occurs in line with K24-K25 beams.To solve the problem, the long side size of S4 column can be increased, since the flooring system is ribs, the relevant beams can be defined as 40/30 flat beams.... I have given the link where the suggestion document for the solution of the problem is found.