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Mam should we consider flange of slab if our beam design is rectangular to check SCWB?
Well explain madam, please keep it up,
Through this concept of strong column and weak beam we design structures using staad pro and etabs. Thank you mam
IS 13920-1993 clause 7.2.1 is different? pls check ITS IS 13920-2016
Mam it would be great if you give manual design and explaination of whole . IS-13920 ..also if possible in your next video do about how to find the shear strength of beam column joint manually as per clasuse -9 in IS-13920
Mam could u please do a video on design of shear wall and detailing
Myam can you provide me a link of any research paper or anything for more detail explanation.
Very useful. Thanks
Thanks
👍🏻
greate
Mam should we consider flange of slab if our beam design is rectangular to check SCWB?
Well explain madam, please keep it up,
Through this concept of strong column and weak beam we design structures using staad pro and etabs. Thank you mam
IS 13920-1993 clause 7.2.1 is different? pls check ITS IS 13920-2016
Mam it would be great if you give manual design and explaination of whole . IS-13920 ..also if possible in your next video do about how to find the shear strength of beam column joint manually as per clasuse -9 in IS-13920
Mam could u please do a video on design of shear wall and detailing
Myam can you provide me a link of any research paper or anything for more detail explanation.
Very useful. Thanks
Thanks
👍🏻
greate