Column to beam stud

yapden333

New Member
DEAR FORUM MEMBERS, I WANTED TO CONSULT WITH YOU ON A SUBJECT I ENCOUNTERED A SITUATION ON THE BASEMENT FLOOR OF A B+Z+5-STOREY BUILDING WITH PLAQUE FLOOR AS YOU CAN SEE IN THE PICTURE TO INCREASING RIGIDITY. IS IT CORRECT NOT TO BUILD THIS BEAM BECAUSE IT IS DANGEROUS, YOUR OPINION IS IMPORTANT TO ME, I WAITING FOR YOUR VALUABLE COMMENTS, REGARDS
 
Hello my comment;
"yapden333":s19n4yrh" said:
Is it OK NOT TO CREATE THIS BEAM BECAUSE IT IS DANGEROUS
It would not be correct to say that a stud beam is dangerous. It is dangerous if you make mistakes in modeling. In both cases, the program calculates and draws without errors. If there are no special conditions in the project, my preference would be not to put a beam. In this case, there may be an increase in the slab moments at the junction of the S103 column and the slab. The moments should be checked. Ünver ÖZCAN
 
Back
Top