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Showing results for tags 'etabs torsion design'.
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Dear Friends! I have recently modeled six stories building in ETABS for Zone 3 and soil type SD. After design, I saw that several beams failed in Shear force and torsion "Shear stress due to shear force and torsion together exceeds the maximum allowed" But when I reduced the torsion value up to...
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Hello, I have recently joined a structural engineer, and trying to get myself familiar with the norms of practice, so I have some basic questions which I haven't been able to get answers of sufficiently. After modelling the structure in ETABS I'm trying to find out how to interpret the value...
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*SEFP Consistent Design* *Torsion: Reinforced Concrete Members * *Doc No: 10-00-CD-0001* *Date: May 24, 2013* Torsional forces, generally speaking, occur in combination with flexural and transverse shear forces. From a design perspective, we need to understand difference between two torsion t...
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- torsional stiffness of beams
- risa torsion design
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