cassabotanic
New Member
Re: ideCAD Static V7 New Version Autocad style command line and dynamic input was a surprise for me as well. I thought that these possibilities would be given to users with the steel program to be released in the future.
"saridurmus":35d67baq" said:NO ONE WAS LOOKING AT THESE TIMES, I SHOULD WAITED FOR THE FORUM, MAY BE SAYING THE ARTICLE IS COMING, BUT FRIENDS LIKE ME IT WAS NOT SURPRISE. I was surprised but that's not what I expected.
Hello, The restrictions on connecting beams to the curtain in the data entry have been removed. , tile identification issues encountered in some cases are also fixed."aksa":ddxayeht" said:We can connect the beams to the walls as we connect the columns to the columns, Insha'Allah
Dear Bolvadinim, 3. Static, reinforced concrete calculations and detail drawings of stairs, reinforcement tables and quantities. Renewed rib, cassette beam detail drawings 6. Renewed Continuous foundation beam detail drawings. English and German language support, static reinforced concrete calculations of domes and vaults and the "3. , 5th, 6th items" these issues are already existing in ideCAD Why do you want it to be renewed? If you specify, it will not be for version 7, but we can consider it for version 8. We will consider the other issues you have mentioned for version 8, good work"Bolvadinim":n44ijcjp" said:Hi, my suggestions for ideCAD Static V7 New Version.. 1.ACI, Eurocode and SNIP code compatible project solving and English language support 2. Static, reinforced concrete calculations and detail drawings, reinforcement tables and quantities of domes and vaults 3. Static, reinforced concrete calculations and detail drawings of stairs, reinforcement tables and quantities 4. Modeling and detail drawings of beams with gusel and variable cross-section 5. Renewed rib, cassette beam detail drawings 6. Renewed Continuous foundation beam detail drawings. Thank you and wish you continued success..
Ismail Hakki Besler" Dear Bolvadinim , 3. Static, reinforced concrete calculations and detail drawings of stairs, reinforcement tables and quantities. 5. Renewed rib, cassette beam detail drawings. 6. Renewed Continuous foundation beam detail drawings.English and German language support, static reinforced concrete calculations of domes and vaults and the "3. , 5th, 6th items" these issues are already existing in ideCAD Why do you want it to be renewed? If you specify, it will not be for version 7, but we can consider it for version 8. We will consider the other issues you have mentioned for version 8, good work[/ quote] Hello Mr. Ismail, 1.-Renewed continuous foundation, rib, cassette beam detail drawings are requested for this reason. Our new beam details have become very beautiful, new stirrup types (hook bends, number of stirrups, beam elevation writings, beam cross section direction arrow line Reinforcements in the beam section are taken out of the section and written with lines, etc.) The renewed format is very beautiful, wonderful.. I meant that these beauties should be adapted to the detail drawings of the foundation beams, ribs, cassette detail drawings. 3.- Since we cannot define a curvilinear calculation axis on round and fantastic stairs, There is a problem in the quantities of equipment and equipment. The domes, vaults, and pools are not drawn. ok that would be nice. Thank you.
These are also important, but the definition of rigid diaphragm in basement rigid structures, which is encountered in most of the currently designed structures, causes errors in the shear forces of the wall and the effects of these walls on the foundation. This error is due to the rigid diaphragm theory. The semi-rigid diaphragm also solves this problem. Nobody can do this today, except for a few programs like Etaps (including Sap2000)."curious":25cf3qyx" said:Awesome thing, super innovation semi-rigid diaphragm thing. I searched on the internet and they also make programs like Etaps ram risa "semi rigid diaphragm" Bravo idestruct event.Semi-rigid diaphragm becomes even more important when it comes to steel structures, especially in structures with composite flooring system.In addition, the floor of the floor where rigid structures with lower floors rise by shrinking and the rising block part sits under must be modeled taking into account the floors, that is, semi-rigid modeling. see :You do not have permission to view link Log in or register now.This is Turkish sourceYou do not have permission to view link Log in or register now.In addition, Earthquake regulations A2 and A3 irregularity Article 2.3.2.2 issue is resolved, the flooring does not accept rigid diaphragms and semi-rigid diaphragms. when you solve it. And in their truest form