Short beam between two strong columns

[colakoglum]

THE CUTTING PROBLEM I FACED IN BEAMS CREATED BETWEEN TWO SCREENS OR COLUMNS, I FREQUENTLY ENCOUNTERED IN MY PROJECTS.. THE REGULATION ACCEPT THE SOLUTION WITH THE CRACKED SECTION BUT IDECAD CANNOT SOLVE IT. HOW CAN I APPLY TO THIS ERRORS THAT I HAVE FREQUENTLY ENCOUNTERED AND WITH INCONSISTENT SOLUTION. EXCEPT TO INCREASE THE DISTANCE BETWEEN COLUMNS.....

 

[MaFiAMaX]

Re: SHORT BEAM BETWEEN TWO STRONG COLUMNS Hello, when you enter the Beam settings, this condition is automatically applied to the beams connected perpendicular to the shear plane by default in the Cracked Section/Corrosion tab. But I don't know if there is a problem whether it is taken into account in the analysis or not.

 

[HakanŞahin]

[Quote = "I Colakoglu": 2hytmt34 "] PROJECT my often encounters in TWO WALL OR COLUMN BETWEEN THE CONTEMPORARY CUTTING PROBLEM in INDUCED BEAM .. REGULATIONS CRACKED BY SECTIONS SOLUTION ACCEPT BUT İDECAD DE could REACHED THIS SOLUTION. often encounters in AND RESOLUTION INCONSISTENT RESULTS THAT HOW CAN I APPLY WITH THIS ERROR EXCEPT TO INCREASING THE DISTANCE BETWEEN COLUMNS.....[/quote]

But I don't know if there is a problem whether it is taken into account in the analysis.

The option in the beam settings If marked, the moment of inertia of the beams defined between the panels or columns with a length/width >=7 is reduced by 50%, and the beam is considered to be cracked.

 

[tdmm]

Due to the high shear force in short beams between two strong columns, in the design of short beams, first the beam size will be reduced, on the other hand, the stirrup reinforcement diameters will be increased and the stirrup spacing will be reduced. For example: 25/36 Etr: fi 12/10

 

[colakoglum]

Thanks for your answer it was very helpful