Tilted colon effects ?

[cakilomer]

The inclined column creates additional pulling force in the beams, depending on the angle of inclination. It is as if there is a horizontal load in the structure. Regulations limit the axial force of the beam. If there is excessive tension, it should be equipped as if there is only tension and the reinforcement should be spread over the entire section. In this case, is this effect taken into account in beam reinforcements in idecad? If so, where can we see it? good work

 

[HakanŞahin]

Inclined column, depending on the angle of inclination, creates additional tensile force in the beams. It is as if there is a horizontal load on the structure. Regulations limit the beam axial force. In this case, does idecad take this effect into consideration in beam reinforcements? If so, how can we see it? Good work

Beam axial force is controlled in the program according to the regulation, and if control is not provided, the user is warned. Beam reinforcements are at the user's discretion.

 

[cakilomer]

Is the necessary reinforcement provided in the beams according to the second order effects and the additional tensile force caused by the inclination of the column? Or do we need to control these effects?

 

[Ismail Hakki Besler]

In vertical loading, the tensile force you mentioned occurs in the solution without the rigid diaphragm wiring and in the semi-rigid diaphragm solution. And the program takes into account axial beam effects.

 

[cakilomer]

The tensile force you mentioned in the vertical loading solution without accepting the rigid diaphragm and the semi-rigid diaphragm solution will occur, and the program takes into account the axial beam effects.

thank you .