Sir, it is a request from follower. Please frame a separate course for code books and please teach us each and every point in the code book from first page to last page with examples. So that we will acquire more practical knowledge
Prior to your video I assumed that staad is doing column design wrong but now cleared. Then one more thing that etabs is doing wrong as it provide Min %age provide as 0 o.8% irrespective to the area reqd. Corresponding to direct stress . Is not it
Not like that.. if required area is more than the minimum %age as per code then it will assign the greater one only. In case the minimum %age is governing then it will find the required concrete area for direct stress and will check if with 0.8% of that required concrete area is giving interaction ratio less than 1
Thanks a lot sir, after your explanation i came to know the second part of that clause.
Keep it up
Technical sounds are excellent.
Very Informative... Thank you...
Great
Sir, it is a request from follower. Please frame a separate course for code books and please teach us each and every point in the code book from first page to last page with examples. So that we will acquire more practical knowledge
sir its a humble request to please provide lectures on how to design structures subjected to fire
I'm not aware of fire design... We follow IS456 norms while considering section sizes, covers etc.
Prior to your video I assumed that staad is doing column design wrong but now cleared. Then one more thing that etabs is doing wrong as it provide Min %age provide as 0 o.8% irrespective to the area reqd. Corresponding to direct stress . Is not it
Not like that.. if required area is more than the minimum %age as per code then it will assign the greater one only. In case the minimum %age is governing then it will find the required concrete area for direct stress and will check if with 0.8% of that required concrete area is giving interaction ratio less than 1