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Turkish Hello, I am getting tensile stress and shear stress control error as a result of the analysis. I couldn't fix it no matter what I did
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Tensile stress control in slabs
- Thread starter mehmetyks
- Start date
Re: TENSILE STRESS CONTROL Hello; I reviewed your project. In the slab tension controls, difficulties may occur in the areas where the curtain-floor junctions and corner areas are located. With the TBDY 7.11.3 control, these situations are tried to be prevented. These strains can be seen when looking at the stress results in the related combinations from the reports. I tried to show an example in the picture below. As can be seen, various accumulations have occurred in the area where the staircase meets the floor and at the junction of the P002 curtain and the floor. You can overcome tensile and in-plane shear stresses by increasing the amount of reinforcement in this region. You can watch the training on this subject at the link
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. In this video, there is an explanation about how to intervene in the relevant area from the 39:00 minute. At the same time, you can access detailed information on the subject from the ideCAD Knowledge Base.
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Hello. In addition, we recommend that you consider the following points in your project. -The stair arms are not connected to the intermediate landing. and the analysis model is formed incorrectly. Rebuild the ladder. You can get information about the creation of stairs and the determination of support conditions from the links below. Creating the ladder
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-4. The elevation of the beam of the flooring given +120 cm on the floor is not compatible with the other elements to which it is attached. Define the floor by giving the beam and the P004 curtain an upper floor negative top. -Linear floor loads are not taken into account on the curtain and beam. -We recommend making a superstructure interactive solution. - In the final analysis, we recommend making the analysis by reducing the width of the slab curtain and raft finite element. Good work