I honestly like the way you have explained the calculation of loads and it would be really appreciated if you could also extend this series with the design ( one compression member and one tension member and the joint from the truss).... Thanks in advance :)
superb information especially wind force, thanks a lot ...sir make a video on wind load (*force)calculation on the wall of the structure including suction .....
I honestly like the way you have explained the calculation of loads and it would be really appreciated if you could also extend this series with the design ( one compression member and one tension member and the joint from the truss).... Thanks in advance :)
BLESSINGS AND BLESSINGS FROM INDIA GUJARAT.......🙏🙏🙏🙏🙏
Ab ye code modify ho chuka hai but abi bhi hum purane code pe hai...btw bhot acha smjhaya .. Thnks!
very good clarification on wind load congratulation
thanks sir ,easily understand
superb information especially wind force, thanks a lot ...sir make a video on wind load (*force)calculation on the wall of the structure including suction .....
Thanks a lot
thanks a lot but if you can explain in Englisg
THANKS SIR
thanks brother
Thanks sar
Welcome
Very nice lecture
Awesome 😊 some language problem,
Dubbed Hindi/ urdu all lecture plz
Gud
Very nice and useful lecture sir.i like it so much
Thanks
Sir 75year ke liye risk coefficient kya lene ka????
Dead load or live load kese calculate kiya
Which area is considered ?
Half slope area.... check his 1st video on same roof truss (same problem)
sir y minus sign kept in f=(CPe - CPi)
Cpi = -0.5 hi kyu why not +0.5???
Area konsa he
Cpi negative hi kyu liya? 😡
Yaar cases toh batao kitne banege aur kaise udl form mai lagege, har coefficient
Where is the Question??
WHY NOT CONSIDERED +0.5??
THERE IS SOME CALCULATION MISTAKE IN YOUR CONSIDEREATION...EITHER VLAUE OF EF WORNG OR FH WIRNG ...KINDLY CHECK ONCE AND REUPLOAD..
AND WHY YOU HAVE TAKEN -0.5???