3 m konsol

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Karmnl1158

New Member
I'm waiting for your comments and suggestions, I uploaded the last floor with the normal floor of the 10-storey building
 
Re: Friends, there is a 3 m console. Immediate help Hello, it can be difficult to do every project the architect has drawn exactly. It would be better to change the architectural project, I'm on your wing. It is not desirable to make a three meter console. A column can be placed at the intersection point of A3 and what is symmetrical. If you say I have to; My suggestions: --You can give such a reverse deflection to the rib ends, where the cantilever beams on which the rib brackets are mounted, have a 10 mm deflection. --Correct errors in geometry check, --correct errors in columns (B) --Upper rigid basement floor number will be -1, --Roof has excess floor loads and wall loads -- rib beams 32/2 do not protrude over the column edge --console Close in front of the ribs with 10/32 ribs in the drawing -- No load is taken on the stair landing beam -- No spiral staircase loads are entered -- It would be better to solve the project with a semi-rigid diaphragm by processing the stairs into the project. Ünver ÖZCAN
 
Re: Friends, there is a 3 m console, urgent help First of all, I would like to thank you, Unver, for examining my project; I will take your advice into consideration, Ünver, but: Problems of design, brother, the project came out of the preliminary examination, there is no such thing as I will do it, brother, I am aware of my responsibility, but if it is really troublesome, what can be done, brother, how can I strengthen the system, as an example, I try to keep the dimensions of my columns on the sides of the console high enough, brother, I try to keep the consoles. I deliberately entered the loads too much to stay in the safe direction, so I don't think it will make a deflection of 10 mm, but according to the calculations, I changed the console rib reinforcements to 10 reinforcements. Engineer, we need engineers like you, we need engineers to draw and send such projects alone, it's wrong for me, brother, it's nice to discuss, give advice, thank you, have a nice day..
 
Re: Friends, there is a 3 m console, emergency help In addition to what Ünver said, some of my recommendations regarding the project in terms of design are as in the attached picture. Red: horizontal beams Green: vertical beams Yellow: rib beams Blue: Extended curtain..
 
So what should we do to put the reverse deflection values on the map in the project? When taking the formwork plan, beam and floor deflection values come, but how can we see the reverse deflection values. How do we get it as a cikti?
 
"forbide":3cqhh5x1" said:
so what should we do to put the reverse deflection values on the sheet in the project. While getting the formwork plan, beam and floor deflection values come, but how can we see the reverse deflection values. How do we get them as output.
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Hello, Inverse deflection values are given as a table next to the formwork plan when the deflection values table option in the "Table settings" tab is active in the dialog that appears while receiving the formwork plan. The reverse deflection values are not automatically written on the formwork plan. The reverse deflection values for beams and floors you deem necessary are displayed on the formwork plan. You can overwrite it with the text command.
 
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