very nice explanation bro..U r channel have bright future.❤ Only do one thing whatever u r showing written material pls provide it in PDF format in discription..so that we can dwnd n refer it
Thanks for the appreciation dear. We already have launched a dedicated website for this ( technicalcivil.com ) and we are working on it to ulpoad all the lectures on our website. So stay connected with us and keep supporting..😊
i think its just telling steps not concept behind step .. i think steps and question are written in sk duggal .. why we prefer you .... your data Collection is good but teaching is not so good .its my personal view on that.. and doing good
I have simple doubt, if the beam is carrying a load of 200 kN/m , in calculating reaction load we didnt considered self weight of beam , should we consider self weight of beam or what
ha share kartu. aap aaj bahuth sundher lage....👌👌
How we take ISA 150×75×12
Based upon bf value (width of flange). ISA 150*75*12 on pg no. 8-9 in steel book.
My Guru
Very helpful... Thank you😊
Sir my exam is tomorrow because of you i can write all example accurately
Best of luck dear !👍
nice video your explanation power is nice
please make video on hoe to check deflection of beam
very nice explanation bro..U r channel have bright future.❤
Only do one thing whatever u r showing written material pls provide it in PDF format in discription..so that we can dwnd n refer it
Thanks for the appreciation dear.
We already have launched a dedicated website for this ( technicalcivil.com ) and we are working on it to ulpoad all the lectures on our website. So stay connected with us and keep supporting..😊
How to choose 150 x 75x 12 mm
i think its just telling steps not concept behind step ..
i think steps and question are written in sk duggal .. why we prefer you .... your data Collection is good but teaching is not so good .its my personal view on that.. and doing good
Good explanation man..
Plz upload all DSS chapters video..
Already uploaded...check out our playlist
Thats very usefull video for understanding... But if possible add some 3D images of connection that helps more in understand
Is it necessary to use unequal angle? Can we use equal angle for the design?
And BTW doing a fantastic job...thanks
problem me to aap reaction ko half kare but welded me direct liye q ? 150×75×12 select karee ismeto ' ta' 12 hyy per calculations me 10 liye q ?
Sir.....Which text book you follow?
tq so much , aap stiffened ke upload karo plss. bhulgayu Ramadan mubarak aapko
Good Morning Sir, Sir ap kab Water Tank ki video ban rahe ho....BTW!!!! Nice Video...keep it up 👍
How to decide seat angle diamentions
If bolts are not given then we can assume the bolt size ?
It would be better if u draw diagrams while explaining like
Factor gama mb kis pr depend krta hai.....
stiffened connection ka video Kab post hoga
Try to attend our live classes daily at 10 PM..we are discussing connections, and we will soon start stiffned and non stiffened connections.
I have simple doubt, if the beam is carrying a load of 200 kN/m , in calculating reaction load we didnt considered self weight of beam , should we consider self weight of beam or what
Sir isme agar one no of shear plan tread part me ho and one no sank part me to Asb kitna Lena hai......
bhai for outstanding leg of angle Ze=(bd2)/6 main b aur d mila kaise 165 and 12
b is taken as bf of beam and d is taken as ta of assumed ISA
ta= thickness of member is 12 but u have taken 10
Most of the time unstiffened karna h us stiffened h given nhi rahta problems me to kase identity karna ki konsa design karna
Sir i hopefully video ayagi
Sir , can you pls upload the welded stiffened seated connection
Sir I'm getting rootvline value wrong if I'm calculating, pls explain this
Angle size kise assume krna h
Fastt fastt plzzzz
The other remaining topics alsoo
We r having exams....
Plzzz...
Bhai pagenumbers u mentioned in IS CODE does not have the formulas u mentioned
Sir tention member kab ayagi
In last fig
detailing bohat wrong hai na-bolt pitch aur end distance dikane mai
Ta = 12 ni ave bcz angle ma thickness 12 ave ne