Design of N-type steel foot over bridge (Part - 2)

Learn design procedure and calculations of N-type steel foot over bridge in detail with simple method.
watch it till the end.
Design of steel foot over bridge part 1:
• Design of N-type steel...
Design of bolted connection:
• Design of bolted conne...
Thank you for watching "Technical CiViL"......😊🙏
#FootOverBridge #Technicalcivil #N-TypeFootOverBridge

[@rajeshdhiman6917]

Design of column & foundation of intze tank bhe upload kro sir

[@civilengineering4586]

Sir road bridge bhi design kijiye

[@avezshaikh1528]

It will help us.thanks

[@abhishah9002]

Good one sir

[@Digital_Guidance]

Sir 410 kaha se aya ??

[@Unknown_98066]

Thanks
Tank Bhi

[@darshilshah6321]

I can't find values of ryy in my steel table.can you give me link to download steel table you're using

[@tanjilkatakadi684]

same problem occurs with me

[@gursikhmeetsingh1563]

Sir, vertical members and diagonal members are experiencing both compressive and tensile loads but design of vertical are with compressive only and diagonal is with tensile only. Why so????????

[@chandrashekharpole412]

Sir, please upload 55m single span bowstring steel girder bridge for walkway

[@HARIOMSINGH-zt6cj]

Deck type plate girder bridge ki design ka bhi vedio bnao...or through type plate girder bridge ki design ka bhi pls

[@kaushalmehta6649]

Thanks for the osm!! My request for Plastic design according to frequently asked questions in GTU ..

[@ashwanidhar4583]

Please sir make a video on design a suitable bearing for a foot bridge having clear roadway of 12 m and effective span of 25 m?

[@tanjilkatakadi684]

but book me jo example diya hua he usme ryy ki value apke steel table ke mutabik liya hua he so its create lots of confusion in my mind please help me

[@GaganKumar-go1ig]

Plz explain how the strength of bolt in shear is 45.3 ??

[@tanjilkatakadi684]

current me r agor ka steel table he usme ryy ki value apke steel table me di hui ryy ki value se kafi jyada different he

[@bajrangh662]

Steel table me konse pg no. Per he AG ki value

[@rahul13ism]

sir isse ka aage bracing ka design bhi bta do and thanks sir

[@mohitpatel8545]

in design of joint there is 638.4KN force in member uou1 and you are blindly taking 279.3 KN.which is given wrong in the book.

[@sahil11071214]

Mohit Patel which book you are referring. please tell me where can i find this example?

[@keyyrgangani5540]

Bhai next video konsa uploade karoge...??

[@siddharthbhavsar3124]

If I design foot over bridge in Warren type so which changes are required in design??

[@siddharthbhavsar3124]

Technical CiviL okey thank you so much

[@tanjilkatakadi684]

sir mere steel table me ryy ki value 47.9 and 49.3 di hui he

[@Satyam_Kumar1405]

Avn find krne me 6.5 ke jagah 10 hoga

[@Technicalcivil]

Kese ?

[@Satyam_Kumar1405]

@@Technicalcivil sir dia. Of bolt to 20 assume Kiya h na fir apne bola ki half of dia. Lenge to 10 hoga na sir 6.5 kaise

[@Satyam_Kumar1405]

@@Technicalcivil make me clear sir I have doubt in it

[@Technicalcivil]

Kindly, please go to tgis video again and watch @11:25, and try to understand that what i m explaining and why. And if you again have any doubt than please tell me, we will resolve it.
Ok

[@Technicalcivil]

Please watch it from @11:07

[@tanjilkatakadi684]

1 and 1.4 k bich me

[@tanjilkatakadi684]

1 and 1.4 k bich me