There is no problem in data entry, provided that only the tiling results are evaluated. (I bought 10 cm) 2. You can choose the slab reinforcements as "top flat+bottom flat", not as "flat + pile", then have a slab analysis. 3. Since the slabs are inclined, normal forces will also be active in the slab section. It is necessary to take into account the forces of the reinforced concrete in the calculation.Information for the finite element force directions;"k0ry":2bemhga3" said:Good evening, in the attached file, I am getting an incorrect sloping tiling error. How can I define a funnel-shaped structure. Regards.
Yes, you can design. With the semi-diaphragm solution option, you can solve the ladder structure together. However, the floor drawings and the ladder Since there are procedural differences between the drawings in the program, you will have to work on drawing."mkrts88":a4gwgz3l" said:hakan bey, how would we design inclined floors with the ladder command? There is a ladder setting without steps in the construction
Hello, Stair reinforcement details are given in a separate drawing window from the formwork plan. Therefore, copying the stair reinforcement details to the formwork plan or using 2b possibilities need to be edited. Good work"mkrts88":39nlz44t" said:Hakan, can you explain a little bit about drawing studies?