Understanding Flexural Design Results of Columns in ETABS (IS 456:2000 + IS 13920:2016)
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- Опубликовано: 7 окт 2024
- In this video, we look at the flexural design results of columns in ETABS and the calculations behind the design results.
Please note:
The calculation of initial moments is based on Notes given in IS 456:2000 code after Clause no. 39.7.1.
dear sir plz continue . thanks alot for ur efforts... may God bless uh..
excellent i invested 32 min and is very fruitful please continue sir thank you
Thanks you very much for this detailed explanation column design results from Etabs.
LL reduction can only be applied when the load intensity is greater than 5 nk/sq.m
Sir thanks so much for making this video in English language please please continue this type videos for all structural elements.
12:39 please check values of Kl/D (or Kl/b)
It should be 0.81x(3200-609.6)/762 and 0.913x(3200-609.6)/762
Can you explain how to calculate the stability coefficient for sway/non-sway check? How to get its value in ETABS in tabular form for all storeys?
If I apply stiffness modifiers to beams and columns, KL/Depth ratio exceeds more than 12 and columns are designed as slender columns, show higher percentage of reinforcement and if I don't apply stiffness modifiers, Etabs designs those columns as short columns, pl. explain.
Plz zoom the video so that can be visible in mobile.
your computer sound is running at jet speed