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Turkish Hello, we designed a steel floor on reinforced concrete columns in the attached project. However, we gave up on the reinforced concrete floor, we modeled the reinforced concrete floor as the ground floor and the steel floor as the 1st floor in the program. We cannot delete the ground floor from the floor general settings in the program. When you say copy the 1st floor by deleting the ground floor from the ground floor, something absurd happens. My question will be, can we do the analysis by deleting the reinforced concrete of the ground floor and leaving the steel floor on the 1st floor. Also, when you look at DESIGN on the foundation anchors, it says the anchor type is wrong. This may be the cause. (I request comments for other noticeable errors.) I wish everyone a good work.
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Reinforced Concrete Solid Wiping
- Thread starter serdagi
- Start date
nurgulkaya
New Member
Hello there; I removed the reinforced concrete section from your project. In this way, the analysis can be done. For the warnings in the column foot joint, you should choose a twisted type of anchor rods in order to prevent the anchors from being stripped from the reinforced concrete. I made this change in your project. If you remove your purlins from the analysis model, lower purlin cross sections will suffice. That's why I removed your lovers from the analysis system. The purlins are analyzed and designed in this state with the coating loads on them. You can view the results in the purlin section in the steel design tab. At the same time, there was an inf (infinite) phrase for the limit value in the deflection part of the design section of your purlin's features, did you make a change or if you noticed it in the program, we would be glad if you let us know. I changed the deflection limit in accordance with the regulation. TÇY (NEW TURKISH STEEL REGULATION GKT) is currently selected as the regulation.
Thank you for your interest, Ms. We were going to build the new building and build the steel system on it first. Then, when I decided to give up and build on the existing structure, I chose the basic anchor type straight. In the system you arranged, I will make it flat again because I will need to do chemical anchors. I didn't make any adjustments about the deflection, the initial values of the program were like that, I never noticed. Due to the errors (deflection limit etc.) given in the report, I will have to make adjustments to the system. You removed the extension of the purlins because the building grew with cantilever beams and I wanted to close the area by extending the purlins instead of placing columns on the beam. Thanks again, keep up the good work.
nurgulkaya
New Member
Hello; If you remove the stiffeners, you can get a design report. Good work."serdagi":14uuuusz" said:Hi, there is no design report for the "butt plate beam attachment" joint, I would appreciate it if you could take a look at it. Good work...