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Turkish aksualigurbuz
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take it easy, good work. I am sending the project of the indoor gym in the attachment. Maybe I entered it wrong because it was a bit fast. My question is: the basement floor is like a normal floor, but I need to design the tribune as a plate with a slope. In this case, I have to define both a basement floor and a plate for a beam However, in this case, I cannot define the same point. As a solution, I entered the beam elevation and defined it below and defined the inclined plate to the new beam. The entire project consists of 9 axles and 5 axles are steel columns, 4 axles are reinforced concrete columns and all 9 axles are covered by a steel roof. There is a reinforced concrete beam between the steel columns. The part where the tribune is sits on the reinforced concrete columns. As a solution I can think of a friend to solve the steel part and make the support reactions from idecad. However, there are huge mistakes in the template I sent in the attachment? How else can I do? dots appear but not sure of correctness I will be glad if you tell me my mistakes. Question2: When we open the foundation part of a residential building where we are performing a performance analysis, it is sometimes seen that the upper level of the foundation is 1.50 m below the ground and the ground floor starts at this +1.50 m. This 1.50 mt part, which I consider as the basement, is filled with stone. It is closed. The purpose of my question is whether I should take the ground floor column height (if it is 3.00, the floor height) as 4.50 m when designing, or define the basement floor and continue from the ground floor. The purpose of my question is: when there is a request for reinforcement, when I define a curtain in the basement (floor height) (since it is low) excessive cutting forces occur. And does this affect or affect the calculation results. I wonder what is the most correct solution at the design stage. thank you, good work.