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I could not fix the beam errors
- Thread starter vtutkal
- Start date
Re: Proje Help Hello My suggestions: This building is a shopping site I guess. --Such a recessed building as a semi-rigid diaphragm, --Increasing the concrete value, --arranging the beams, --2. By removing the flooding ticks of the first and first basement curtains, --The building importance coefficient TDY2007 is considered to be within the scope of other buildings, not sports facility, cinema, theater and concert hall etc. The project is attached by Ünver ÖZCAN
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Re: Proje Help
"unver" said:Hi My suggestions: This building is a shopping site I guess. --Such a recessed building as a semi-rigid diaphragm, --Increasing the concrete value, --arranging the beams, --2. By removing the flooding ticks of the first and first basement curtains, --The building importance coefficient TDY2007 is considered to be within the scope of other buildings, not sports facility, cinema, theater and concert hall etc. The project is attached Ünver ÖZCAN 1-Can we perform mode fusion analysis when we select Semi-Rigid diaphragm option? Or should we use the Response spectrum solution? 2-You designed 100/40 beams on the beams to come on the 80/80 columns, isn't this statically undesirable? 3-This building will be used as a Cultural Center and Shopping Center, and there is also a movie theater, isn't it I=1.2? 4-Do you think its static design is good?
Re: Project Help Hello
"mkrts88":2p6zpaox" said:something caught my attention "pileless design" is not selected, isn't that a problem?I don't know if idecad v7 has this option or not, though There is no problem.
Re: Project Help
Why pleated design?"unver":15y0yzim" said:HelloThere is no problem, you can choose with or without a pillar, the program puts the necessary equipment according to your choice. My suggestion is to design without pleats. Ünver ÖZCAN"mkrts88":15y0yzim" said:something caught my attention "no pillar design" is not selected, is this not a problem? I don't know if idecad v7 has this option or not, though
When you make pillars, they cannot put the pillar wherever you want during manufacturing, the workmanship is more difficult and there are difficulties whether the pile will participate in the cutting in the calculation, etc. The whole world has almost given up on the pleat application. Ben I have been designing without pleats for twenty years. You can see this situation even in the documentaries shown on television."vtutkal":2mcdkut0" said:Why pillarless design ?
-- On rib beams you can cross either side of the column width by d/2 (half the rib beam height)."vtutkal":2mcdkut0" said:2-You have designed 100/40 beams on the beams and 80/80 columns on the beams, isn't this statically undesirable?
--If it's in a movie theater, it's correct to take I=1.2"vtutkal":2mcdkut0" said:3-This building will be used as a Cultural Center and Shopping Center, there is also a movie theater in it, isn't it I=1.2?
--If the I coefficient was 1, there was no problem, but when it was 1.2, I would suggest you to put additional earthquake curtains because it doesn't balance. Unver ÖZCAN"vtutkal":2mcdkut0" said:4-Do you think it's statically good to design?