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Turkish izmirli_35_35
New Member
After the analysis, why am I getting this warning even though the console opening is as small as 1 m on the balconies in the lower right and lower left corners in the attached project. How should I fix the error? Thanks...
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Slab Deflection Limit and Slab Rebar insufficient error
- Thread starter izmirli_35_35
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izmirli_35_35
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HakanŞahin
Administrator
Hello, model control after data entry in ideCAD Static 7, check item 3:
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The answer to the question will also help you:
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Levent Özpak
Active Member
Hello , The upper slab edge of D02 slab is not connected to K47-K4 beams. Therefore, slab formation and slab analysis are inaccurate. It would be appropriate to define the slab gap of D14 slab between P03 K31 beams as two different slabs using the slab edge. Good work"izmirli_35_35":37gei6nl" said:In the attached project, on the balconies in the lower right and lower left corners, although the console opening is as small as 1 m, why do I get this warning after analysis. How should I solve the error? Thanks...
izmirli_35_35
New Member
Thank you very much for your descriptive answers.