Sir Mai TY Btech civil ka student hoon , Practical me Sir hamne ek Howe truss liya , hamne uska Pricipal rafter ke forces , Main tie ke forces , Slings ke forces , aur Strut ke forces find kiye. But sir design Built-up laced column face to face me Load (Pu) kaise lete hai ? 🙏Please aapko pata ho to reply jarur karna 🙏
@@civilworld ok Sir I am a student of Civil Engineering and now studying in ty BTech We have a subject DSS ( Design of steel structure) and this Subject having practical also In practical Our subject teacher told us to solve a perticular problem on truss. In that problem we find forces of principal rafter , we find forces of main tie , Forces of Slings , and also forces of Strut too. After that Sir said for design of laced built-up column, But sir problem is I don't know how to take (Pu) or we can say load to Design laced built-up column for connection face to face ?
Please be specific about that. Calculation ela cheyalo teliyatledha. Leka answer mistakes vuntaayi. I followed the procedure. Let me know your doubt your asking about calculation or answer
A column section ISHB 300 @ 577 N/m is carrying a factored axial load of 600 KN a factored moment of 30 KN.m and a factored shear force of 60 KN. Design a suitable column splice. Assume ends are milled,
Area of ISMC 350 is 5366 so our required area is 10370. And we are providing 2 ISMC sections so 2x5366=10732. This value is nearer to 10370. That’s why we choose ISMC 350.
Please tell me the solution of this problem A Steel column has a support of 700kN. The effective length of colum is 5m. Design a built-up column with lacing having channel place back to back
❤❤ Thanks sir for your best explanation
You’re welcome Akhilesh. All the best
Thank you so much❤❤💕💕
Sir Mai TY Btech civil ka student hoon ,
Practical me Sir hamne ek Howe truss liya , hamne uska Pricipal rafter ke forces , Main tie ke forces , Slings ke forces , aur Strut ke forces find kiye.
But sir design Built-up laced column face to face me Load (Pu) kaise lete hai ?
🙏Please aapko pata ho to reply jarur karna 🙏
Hi @1thecurioustells. I don’t know Hindi
@@civilworld ok
Sir I am a student of Civil Engineering and now studying in ty BTech
We have a subject DSS ( Design of steel structure) and this Subject having practical also
In practical Our subject teacher told us to solve a perticular problem on truss.
In that problem we find forces of principal rafter , we find forces of main tie , Forces of Slings , and also forces of Strut too.
After that Sir said for design of laced built-up column,
But sir problem is I don't know how to take (Pu) or we can say load to Design laced built-up column for connection face to face ?
@@1thecurioustells okay got it
Keep doing bro
what is the meaning of restrained in position but not in direction?
Please refer IS 800: 2007 code book
Equating iyy and ixc lo 17848.3 ela vastundi
Please be specific about that. Calculation ela cheyalo teliyatledha. Leka answer mistakes vuntaayi. I followed the procedure. Let me know your doubt your asking about calculation or answer
Not a calculation problem i am doubt how that number came ...
@@a.praveens.praveen1081 number correct kaadhu. I follow the procedure. Meeku entha vachindhi number
Same procedure if not mentioned about how many channels sections?
If not mentioned about channel section you have to assume the sections
We are in increasing ur subscribers
Hey I have so many questions can you help me ...?
Yes sure
bro , what is the dimension of c section
Please refer steel tables book for C section details which we used in this problem I.e ISMC 350
A column section ISHB 300 @ 577 N/m is carrying a factored axial load of 600 KN a factored moment of 30 KN.m and a factored shear force of 60 KN. Design a suitable column splice. Assume ends are milled,
Ans for these question
th-cam.com/video/KFndzy8iTzE/w-d-xo.html
Sir who to we choose Ismc can u explain
Sorry I didn’t get you.
sir lacing mein ryy kaise nikalna hai
It is available in sp-6 steel tables book
@@civilworld pg no sir
@@JeevanRamavath please refer index page you will find
Sir who we can chosse section Ismc 350 @ 413N/m
Area of ISMC 350 is 5366 so our required area is 10370. And we are providing 2 ISMC sections so 2x5366=10732. This value is nearer to 10370. That’s why we choose ISMC 350.
Please tell me the solution of this problem
A Steel column has a support of 700kN. The effective length of colum is 5m. Design a built-up column with lacing having channel place back to back
Hello Riya, follow the same procedure but change the values that’s enough
@@civilworld thank you
Sir pls keep slenderness ratio vedio link
??
S.S Bhavikatti problem 🙃
👍👍👍