Beam Dimensions

serdagi

New Member
Hello, the size of the beams I defined on the console floor edges in the picture I added is 20 * 36 cm. Normally size less than 25cm is not allowed. However, I know that 20 cm is allowed in applications like the picture. If so, why does the program say the beam dimensions are incorrect in the geometry control? Due to architecture, I cannot move the columns. I cannot make the width of the cantilever beams stepping on the column 25 cm. Thanks in advance for the help. good work everyone
 
In TDY 2007 3.4.1 d clause, there is a sentence that does not apply to secondary beams attached to the frame beams other than the column-beam joint points, so you can make those beams 20 cm according to the beam cross-section rules written ts-500.
 
"TheBEaST":2y13idyp" said:
TDY 2007 3.4.1 d contains a sentence that does not apply to secondary beams attached to the frame beams other than the column-beam joint points, so you can make those beams 20 cm according to the beam cross-section rules written ts-500.[ /quote] dear TheBEast thank you for the answer, does what you say apply to the K18 and K22 beams?
 
"TheBEaST":1ciys5e6" said:
TDY 2007 3.4.1 d contains a sentence that does not apply to secondary beams attached to the frame beams other than the column-beam joint points, so you can make those beams 20 cm according to the beam cross-section rules written ts-500.[ /quote] If you are talking about K18 and K22, you cannot make 20 cm. You can make K1 beam 20. Because as you wrote, "for secondary beams[/u][/b] that are inserted into the frame beams beam-column joint points. is not valid”.
 
"NYILMAZ":36ep9r8q" said:
"TheBEaST":36ep9r8q" said:
TDY 2007 3.4.1 d clause states that it does not apply to secondary beams that are inserted into the frame beams other than the column-beam joint points. According to the beam cross-section rules that say 500, you can make 20 cm.
If you are talking about K18 and K22, you cannot make 20 cm. You can make the K1 beam 20. Because, as you wrote, it says "doesn't apply to secondary beams[/u][/b] that are inserted into frame beams other than column-beam nodal points".
is exactly right.
 
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