Problem 2 Design of Compression Member as a Struts | Design of Double Angle Strut
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- Опубликовано: 7 сен 2024
- In this video, I have Solved Problem on Design of Compression Members as a Struts, Design of Double Angle Struts Connected On either side of a gusset plate and On the same side of a gusset plate
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An amazing video. With crystal clear explanation. Very happy after understanding this topic.🙏🙏
Thank you bhaiya.
really bro u r a good teacher .....thank u so much because u i have scored maximum marks in dss god bless u more ......
Tq so much sir apki wjha se steel ab mushkil nhi lg rha h ap bht acha pdhate ho sir..... Tq so much sir ....
Your all videos are so helpful for us.. thanqu sir 😄
Hello Sir,
For angles connected on same side, we can consider same table for back to back connection but here d=0cm, in previous case it was d=1cm, thickness of gusset plate.
Thus, Rmin=2.56cm
Correct 💯
Very helpful Sir. Thank you so much. Please nvr chnge how u teach,its so much understandable,Our teacher nvr teach like this.
Best explaination 🙏
Effective length of angle struct IS code ka kon sa page no. main dia hua hai..?
Effective length for angular struts ka table kaha par hai
@ganeshshegar Effective length of angle strut IS code ka kon sa page no. main dia hua hai..?
Thank you very much Sir!
For the value of 'k' which table to use
Pd's unit shoould be kN instead of kN/mm2
Sir ne video ke end me correction kiya h
What a class!🙏
Thanks sir ❤❤❤
sir what if gusset plate was 12mm how would you determine the Rmin for back to back. which is not provided in steel table.
Consider 10mm near value
lovely content
in steel table(R. Agor) 2010 edition the Ae value 43.12 but Rmin value is given as 7.55 why why why
that is for shorter legs back to back look for longer legs back to back
Sir please upload double angle section with welded connection problem.
Sir steel table mein 150×75×10 ki value Ae =21.62 hai. Aapne is value ko 2 se multiplya kiya kya? Double angle hone ki vajah se Pls reply
Same doubt
Check pg no 98 in your steel table , in video different version of steel table is used , sir you should’ve mentioned which version steel table u r using
9:31 ye Effective length for a angle strut wala table IS CODE me nai hai.shayad
Sir please answer 🙏
Very confusing lecture, for Rmin in part 2 question why did we take second row as we considered sectional area for back to back leg? Should we not compare Rmin of single angle with single angle sectional area?
It is Rmin so 2.86 should be the answer? Why did you take 2.9???
Hello sir,
Why the area not change in 2 nd case ( rolled steel unequal angle table are use in 2 nd case but 1st case, two unequal angles back back table are use)
27:36 mai pd ki value ko × 2 karna nahi hai kya, wo to double angle hai na?
Thank u sir
Nice explanation sir. I have one doubt. In this same method when I tried to solve the problem no 1 the answers are coming wrong. Could you Please explain.
please provide the steel table data pdf required for this numericsl
Effective length table k dss code book mai pge no.
It is Rmin so 2.86 should be the answer? Why did you take 2.9???
Sir in first case if gusset plate thickness is 8mm then how take Rmin
Sir both side gusset plate same as the question a or not
Single angel mey table use korke problem solve nehi kor sakte keya??
Desigh of circular and intze overhead water tank pr video bna do Rcc m pls
Sir effective length for angle struct IS code ke kon sa page pr milega
Did you find the page no?
@@itss.nb1311 did u find? I have exams in next week plz answer🥺🥺
Sir same side rahega to l eff actual length na hona chayea sir plz bata digyea
Effective length ka page no kitna hai
Sir design of seat angle ?
sir in second case why we dont multiply the value of ryy (least radius of gy.) by 2 , we have seen only single angle here in (steel table) and there is double angle in the question?
Cuz axis Changed
@@K1M01 vich axis ??
Sir ,Case 2 ma last ans Pcd ko multiple with 2 Karna hai sir
Kis page m h angles back to back...page 24 me kaha hai m is 800 me???
Why the unit of pd is N/mm^2.
Since we are multiplying fd×Ae
Unit of fd=N/mm^2.
Unit of Ae=mm^2.
So Pd=fd×Ae
Pd=N/mm^2×mm^2=N
Please solve my this doubt
Unit of Pd is Newton only. Slight mistake by sir.
Hlo sir aap beam par bhi vedio bana dijiyega 😢sir please
Table 7 in my steel table is different,im getting area 21.56
For those are having same doubts, refer pg no 104 in your steel table
@@suhailshaikh3832 Thanks man.
@@suhailshaikh3832 i have a different steel table. Can u tell which topic to see? Not the page number. Or explain it to me here.
Sir Rmin = 1cm appart kaise liye
Ye kon si steel table hai
Match hi nhi kar rha
Birla publication pvt. Ltd.
23:32
sir struts ke liye table c hi selec karna hota hai kya?
Strut Mai angle section use Kiya hai to " for angle section the buckling class is C that's why Table 9C " in page no. 44 IS 800 niche se 2nd row mai Likha hai
Effective length of angle strut ka pg no bta do please 🥺🙏 is code .
Ooo mara bachaa palak bacha mara 👶
@@user-ql8tl9qj2z who🤔
@@user-ql8tl9qj2z😂😂😂
@@palak6513 i m just kidding 🤣
@@user-ql8tl9qj2z very funny 😂😂👍
Sir steel table allowed nahi hoti exam me..tb hm kese solve krte hai??
Allowed hota hai har exam mai
Sir iski code ki lick please send
26:33 pe fcd 59.2 se jyada kaise aaya 🤣
Sir steel table pdf chahiye 😔
Conditions check kyu nhi kiya area use karnese pehle
Yeah you got a point.