Dear dit Some clarification nred For calculating the effective length and width for load distribution Wear coat thk shall be considered But you skip the same during cal of width why Angle of disbursement not mention in your cal What is the k pl define
Dear sir, you made my concept all clear...really heartiest thanks to you and lots of good wishes for you.
Thank u so much sir for this video lecture. it was really very helpful to understand bridge engineering to me
Can u make of class AA wheeled too please
will try
Sir, can you explain..how to define the type and height of open web girder
SURE
Sir we are designing steel bridge for our final year project . How shall we proceed for the same? Pls help us through
Very greatly explained sir!!!, Sir how are you writing continuously by scribble tool in Ms office in this video ??? Plz tell me,
ohh thanks budy, I have various electronic tools for these kind of videos
Ohh that's nice..., Sir may I talk to you personally, as you are Civil Engineer, and I'm also in my final semester..
@@AshIsh-bh2ky final semester mera b
Thank you ,
Keep this good work
Way of explaining is very good
Anyone can understand easily...
Sir please make a video of max share force under class AA track loading
Can you do for 70R, L type too???
Bhut sahi video hai kafi concept clear huye...ty..sir aage bhi bridge k video banaye..
Excellent
Thanks
plz make correction you have quoted or mentioned 90,000 min distance between two succesive tracked vehicle instead of 90m
Effective width k upper pe bnao
Dear dit
Some clarification nred
For calculating the effective length and width for load distribution
Wear coat thk shall be considered
But you skip the same during cal of width why
Angle of disbursement not mention in your cal
What is the k pl define
What about the overlap portion
Isme claass A loading pr bhi vedio bny
ok
Sir please..class A Loading ka.. Video banao...
Your civil notes are not available on site
let me check dear
Give me your number
Sir video on irc class A track vehicle ke liye bnao
Thanks
Class A and B pr bhi video bna do
great sir g
Culvert ka design kar ke uske bad iska use bataye to jaida samjh payenge.
Thankyou bhayya🙏🙏
welcome bhai
super broo
Building ka load Kasey find kartey hai ?
Are bhai ji aapne live load konse method se nikl diya......pta hi nhi lg rha h ki use ratte ya smjhe
Sir please upload 2 part of this video soon please s8r
Please give me your contact number sir
Next lecture
Calculation of class AA wheel loading...
Soon i will upload
Is it uploaded
Please Do calculations for Dead load bending moment and also for other loading😊
Instead of 19.375% impact factor why we take 1.9375%
1+19.375/100 This is because due to impact that extra 19.375% is to be added extra
Design of steel structure plate girder ke uper video banao na
ok
"Mod 7 Lec 5 Design of Plate Girder" There is already a video on this!
Achyuth Sai please send me link
70 r kahan pe h. ?
Nice sir i m satisfied our video and thnku sooo much
In step 4: Effective width of load, in calc of bw why dont we consider width of slab. Sirf wearing coat ki thickness kyu assume ki h???
Soon i will clear your dout
new video i am preparing
Class A loading pe bana do sir
Provide pdf sir
irc class A lading ka video banao
Ha sir ji.
Plzz bna do..
What is the formula for live load bending moment
how can something be nothing but "is something".
what is that 90000 minutes mean?
Diya Lalchan i think it is minimum distance btn the two
90.000 meters mimimum
It would be minimum instead of minute
its 90 min na
intensity of load has units of kn/m2 ..and BM = intensity x square of distance...So how the BM units are KNm?
bhai 90000 mm minimum not 90000 minutes
wtf with the language?