I really Appreciate your work sir, Its Really Awesome to learn the things even a fresher can understand easily what you explain.. Thank You Soooo Much sir,
Dear sir, In the column size for category 3 up to span 16' the column size is mentioned as 9"x18" but in the bracket it is indicated as 230 x600 mm. whether the column size is 450mm or 600mm for span up to 16'. For other category you mentioned separately column size for periphery and centre separately. in this only one size is given. whether it is applicable for both location. V.M.RAJAN
Is it 300mm x 600mm or 9" x 18" in case span upto 16', bcz 18" = 450mm, so which one is correct, 18" or 600mm ? Also for span more than 16' you have given 12" x 18" converted into mm as 300mm x 600mm, so 600mm is correct or 18" ?
2.5% as per my knowledge is the maximum reinforcement allowed in beams as per the ductile code! For columns we can go upto 6% theoretically but practice wise upto 3-4% is tolerable for heavily loaded buildings else column sizes will be too high !
thanks for updating the Civil engineers good video.
We need more knowledgeable video from your channel keep it up
Grow more and thanks
Thank you for this superb course and videos.
Your videos are really a help for new learners. Thank u very much. Please keep making such quality n simplified tutorial videos .
Thanks for your appreciation👍🏻
Very usefull informative topic.keep on regular videos. Thank u...
I really Appreciate your work sir, Its Really Awesome to learn the things even a fresher can understand easily what you explain.. Thank You Soooo Much sir,
Thanks brother 👍🏻
thanku your doing well👍👍
Great sir. Plz can you guide the beam column capacity or joint chk in seismic with practical design example
Auto cad coloumn layout in last
For my reference
Dear sir,
In the column size for category 3 up to span 16' the column size is mentioned as 9"x18"
but in the bracket it is indicated as 230 x600 mm. whether the column size is 450mm or 600mm for span up to 16'. For other category you mentioned separately column size for periphery and centre separately. in this only one size is given. whether it is applicable for both location.
V.M.RAJAN
Can you share dwg file
next video series kab ayege
jldi se jldi ypload kareiye sir plzzz
Is it 300mm x 600mm or 9" x 18" in case span upto 16', bcz 18" = 450mm, so which one is correct, 18" or 600mm ?
Also for span more than 16' you have given 12" x 18" converted into mm as 300mm x 600mm, so 600mm is correct or 18" ?
2.5% as per my knowledge is the maximum reinforcement allowed in beams as per the ductile code!
For columns we can go upto 6% theoretically but practice wise upto 3-4% is tolerable for heavily loaded buildings else column sizes will be too high !
Next video?