ground security is negative and lack of reinforcement on eaves

[musti776]

Good day, we are using the sta4 program, we are also interested in ide, so we drew the same project that we drew in sta4 in the idestatic demo, but it gave a few errors that were not given in sta4, basically the ground safety is negative and the lack of reinforcement on the eaves, so I wanted to convey to you how we can overcome the problem, thanks for your help.

 

[Levent Özpak]

Hello, The findings and suggestions for data entry in the project in general are as follows. *S07 column is entered as polygon column. The polygon column is a bar element, so no beam can be inserted between it. For this reason, it is recommended to enter the S07 column with panel objects and model it as a shell.

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*It is recommended to select the "superstructure interactive solution" option in the Analysis Settings/Base Ground Tab. (TDY 2007 is required for C and D group soils.) Checking this option reduces the stress values on the ground. *If the ground group is not D, the "Use earthquake loadings in the ground safety control of non-beamed rafts" option is checked, and the "Soil safety stress increase option can be selected when Earthquake Loads are used." *Deflection and lack of reinforcement in D401 and D412 floors on the 4th floor To overcome the problem, select the K402 and K412 beams where the slabs sit on the cantilever reinforcement axles and click the object properties command. In the beam Settings dialog that opens, in the Static/Reinforced Concrete tab, tick the option "This beam carries the cantilever slab". Good work