Part 17 : Wind Load Calculations (IS 875 Part 3)

[@surjagain]

Thanks for the tutorial and great to see you back 👍

[@OkOk-ky7ww]

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.

[@sanjaysaxena270]

waiting for next video dear.....

[@parthadey4265]

Very nice sir❤

[@sanjaysaxena270]

good going dear , keep it up

[@simplystructural8424]

Thanks

[@vedantpancholi6097]

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

[@shivanandsgopai6384]

Awesome 👍👍

[@nitinsharma228]

Sir if pd value is more than 0.7pz then what to do

[@simplystructural8424]

Consider max. of two values....

[@sanjaysuthar4977]

Nice

[@rajanv.m.8136]

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

[@dheerification]

GREAT GOING DEAR..WAS EAGERLY WAITING FOR YOUR VIDEOS. PL SHARE UR CONTACT DETAILS OR EMAIL ID IF POSSIBLE. NEEDED TO CLARIFY SOME DOUBTS