now I get the error "Increase system rigidity", I would be very happy if you could take a look at the project"Levent Özpak":18wwrfpe" said:Hi, Vis/Vik ratios in your project are over 070. Therefore, the Zk (weak column) warning in the S3 column is not a problem in terms of the Regulation. TDY 2007 article 3.3.5 and article 3.3 on the subject You can review .6. If you still say "I don't want the S3 column to be a weak column", increasing the short side size of the column may prevent weak column formation. Note: The initial slab width of the D02 ribbed slab on the 3rd floor ceiling is given as 190 cm and this part looks like a slab slab. Bending reinforcement is not calculated in hollow floor slabs, distribution reinforcement is added. Therefore, your model is not suitable for hollow block data entry. I recommend that you divide the slab with a beam from the appropriate place and define 165 cm as slab slab. .) Good work
I do not encounter such a warning when I analyze and report on the last project you added."erdigoksu":2jicwnby" said:now I get the error "Increase system rigidity" If you could take a look at the project, I would be very happyYou do not have permission to view link Log in or register now.
sorry I'm sending the new version now"Levent Özpak":2kp4tdee" said:I do not encounter such a warning when I analyze the last project you added and get a report ."erdigoksu":2kp4tdee" said:now I get the error "Increase system rigidity" If you could take a look at the project, I would be very happyYou do not have permission to view link Log in or register now.