B error in columns

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isokur52

New Member
I get a B error on COLUMNS. The effect of beams as binding to the columns at the source of the B error. Also, how should I design so that I don't get a B error so I don't encounter this error in my columns.
 
Re: B ERROR IN COLUMNS Please review the attached file. It will help. Look at which beams from the column reinforced concrete you got error B. Sometimes simply reversing the column dimensions may be sufficient.
 
Re: B ERROR IN COLUMNS Wouldn't it be a pain for the architect if I change the DIRECTION OF THE COLUMN? If the column in the architecture and the column in the static do not match this time, I mean, do I need to place the column in the architect exactly?
 
Re: B ERROR IN COLUMNS
"isokur52":39sbtuuw" said:
I don't mind if I change the DIRECTION OF THE COLUMN. ] This is the common mistake that all engineers make. If architects place columns and send them, this is a preliminary design. The actual static design belongs to the engineer. The dimensions and layouts of the columns are determined by the engineer. There are sometimes indispensable architectural aspects. For example, the points where the doors are. If you make a play in the direction of the column, the door removes its functionality. If that column needs to be put there in terms of bearing, the architect must change his project. This is the general method anyway. The architect sends his project, the engineer makes the static design, makes the calculations. Then he sends the project back to the architect. The architect examines his project according to the new situation. This is the process continues.
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Re: B ERROR IN COLUMNS Note: I would like to correct the sentence "all engineers...." that I used at the beginning of my article. In fact, it would be "Generally many of your new engineer friends...". I'm correcting it with apologies.
 
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