Hello, Risky building regulation (RYTEIE) 4.1 The .7 condition is not automatically checked in the program. Beam reinforcements must be arranged by the user in the Beam reinforced concrete dialog to meet this condition. Beam reinforcement reinforcement information is given in the Beam Reinforced Concrete Report. In the general analysis and Linear Performance analysis report, the Beam Reinforced Concrete information can be taken and added to the Risky Building report. In the Reinforcement Areas tab of the Beam Reinforced Concrete dialog, the existing reinforcement areas on the left and right support of the beam can also be examined."oguzhany41":1l6eev3z" said:In a file for risky building, the officer in Environment and Urbanization is from us in Article 4.1.7 of Risky Building Principles. The support bottom reinforcement will be taken as 1/3 of the upper support reinforcement. He wanted us to show and prove the phrase "on the program. But we could not find the part that shows this. We are looking for a solution. Thank you.
You can select the TBDY2007 regulation in the analysis settings and enter the Building Importance Factor (I) as zero."oguzhany41":41vpfpx7" said:so how do we load only 1.4G+1.6Q load combination on all beams. This is how the load combination was in the photo you sent. I tried from the building tree but no results
Analyzing by entering the Building Importance Floor coefficient to TBDY 2007 as zero In order to design reinforcement according to 1.4G+1.6Q loading in beams.After arranging and fixing these reinforcements, make analysis and Risky building analysis according to TBDY 2018, respectively. Good work"oguzhany41":3vgglvew" said:I know, but when I choose TBDY 2007 and have risky analysis done, the ide automatically shuts down. But it doesn't turn off in normal analysis. What is the reason for this?
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