Dome Welded Beam NMax Error

M

m_akbiyik

New Member
Hello, Friends, I am working on a mosque project. When I solve the dome support conditions together with the structure, I get the error of Nmax exceeded in some beams; In the structure-independent solution, there is no problem. What are your suggestions?
 
Hello, Some determinations and suggestions for data entry in the project are as follows; -The columns S17-S18 on the ceiling of the main floor were not entered in the basement and were placed on the curtains. In this way, data entry is incorrect and vertical continuity problem occurs. -The bow beams on the mahfil floor are not connected to the inclined beams. Give the curved point number 3 from the properties of the spring beams K36-56-33-53. (When this connection is provided, the Nmax problem in the beam is corrected.) - If the element of the vault on the -7 axis is desired to be connected to the S5-S6 columns, it would be appropriate to draw the vault in 3 parts with its edges on the columns. Good work
 
"Levent Özpak":2dq4egz8" said:
Hi, Some findings and suggestions for data entry in the project are as follows: -S17-S18 columns on the ceiling of the main floor were not entered in the basement and were placed on the curtains. In this way, the data entry is incorrect and vertical continuity problem occurs -The arc beams in the basement floor are not connected to the inclined beams.Give the curved point number 3 from the properties of the spring beams numbered K36-56-33-53 (When this connection is provided, the Nmax problem in the beam is corrected.) -If the element of the vault on the 7 axis is to be connected to the S5-S6 columns, vault 3 It would be appropriate to draw it in a piece with the edges on the columns. Good work
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Thank you very much
 
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