Instead of taking whole height for k2 calculation, should we divide it in horizontal strips and then find k2 for different heights. If we go like this then what will be effect on tributary area and area averaging factor (ka) - should we take tributary area for that particular horizontal stip only. Overall: if I divide height in different horizontal strips then value of k2 & ka will varry at different height. Am I correct? Please clarify.
HELLO , I AM VEDANT PANCHOLI & I AM DIPLOMA CIVIL ENGG. FROM GUJARAT . ACTUALLY I AM DESIGNING ONE RESIDENTIAL BUILDING BUT NOW PROBLEM IS THAT HOW TO PUT BEAM COLUMN AND HOW TO DESIGN RCC STRUCTURE THAT I DIDN'T UNDERSTAD ? I AM TRYING TO SOLVE IT FROM WATING & LEARNING THROUGH YOUR VIDEOS & I AM TRUELY INSPIRES.. BUT PLEASE WILL YOU PLEASE HELP ME !! IF I SHARE MY PLAN WILL YOU PLEASE HELP ME SOLVE IT .. IT WILL BE VERY HELPFULL AND GREATFULL. HOPE YOUR REPLY COME SOON .. THANK YOU
Dear sir, For calculating Ka area averaging factor, we have to take column c/c x storey height. But in your calculation you have taken entire height of building for calculating tributary area. Is it ok as per IS875 part 3-2015. kindly clarify. V.M.RAJAN
![4.3 Wind Load [WL] Manual Calculations By Force Coefficient Method as per IS 875 (Part-3): 2015](http://i.ytimg.com/vi/fWQpGOnEN4g/mqdefault.jpg)
Thanks for the tutorial and great to see you back 👍
Instead of taking whole height for k2 calculation, should we divide it in horizontal strips and then find k2 for different heights. If we go like this then what will be effect on tributary area and area averaging factor (ka) - should we take tributary area for that particular horizontal stip only.
Overall: if I divide height in different horizontal strips then value of k2 & ka will varry at different height. Am I correct? Please clarify.
waiting for next video dear.....
good going dear , keep it up
Thanks
HELLO , I AM VEDANT PANCHOLI & I AM DIPLOMA CIVIL ENGG. FROM GUJARAT . ACTUALLY I AM DESIGNING ONE RESIDENTIAL BUILDING BUT NOW PROBLEM IS THAT HOW TO PUT BEAM COLUMN AND HOW TO DESIGN RCC STRUCTURE THAT I DIDN'T UNDERSTAD ? I AM TRYING TO SOLVE IT FROM WATING & LEARNING THROUGH YOUR VIDEOS & I AM TRUELY INSPIRES.. BUT PLEASE WILL YOU PLEASE HELP ME !! IF I SHARE MY PLAN WILL YOU PLEASE HELP ME SOLVE IT .. IT WILL BE VERY HELPFULL AND GREATFULL. HOPE YOUR REPLY COME SOON .. THANK YOU
Very nice sir❤
Dear sir,
For calculating Ka area averaging factor, we have to take column c/c x storey height.
But in your calculation you have taken entire height of building for calculating tributary area. Is it ok as per IS875 part 3-2015. kindly clarify.
V.M.RAJAN
Sir if pd value is more than 0.7pz then what to do
Consider max. of two values....
Awesome 👍👍
Nice
I think there is no need to take E.Q load and Wind Load simultaneously, please clear my this doubt.
@@mandheerbali9483 Yes. For more info about load combinations, check out below link:
th-cam.com/video/5LEbHcL15i4/w-d-xo.htmlsi=dn6Q77algmW6k5m6
GREAT GOING DEAR..WAS EAGERLY WAITING FOR YOUR VIDEOS. PL SHARE UR CONTACT DETAILS OR EMAIL ID IF POSSIBLE. NEEDED TO CLARIFY SOME DOUBTS