Design a connection using single angle section and gusset plate 12mm thick to carry factored axial load of 150KN .use m16 bolts of 4.6 grades and plate/angle of Fe410. Ye question cardiomegaly na sir
Sir....after calculating "a" you calculated moment and according to the SI Unit it should be Nmm but according to formula you are getting N/mm...please rectify it.
On what basis did we selected IS 150×115×15
Same question ✋
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Design a connection using single angle section and gusset plate 12mm thick to carry factored axial load of 150KN .use m16 bolts of 4.6 grades and plate/angle of Fe410. Ye question cardiomegaly na sir
Same numerical milega, playlist check karo
Nice explanation Sir
Jay shree ram🙏❤ nice teaching brother❤❤
Jazakallah bhai✨💗
2.5 kb d t fu nominal bearing capacity
Sir, thickness t
When gusette plate is 16mm
When Angle is 75×75×10
So,
t=16mm or 10mm
Please Make video on base plate subjected to moment
And base plate (pin base connection)
Gusset plate ka qstn agr aata h to isi tarike s solve hoga kya.. btao..
Sir....after calculating "a" you calculated moment and according to the SI Unit it should be Nmm but according to formula you are getting N/mm...please rectify it.
According to formula you are getting only in Newtons...please rectify it...!!
Bro how did u take isa 150×115×15
This is my query also
It's already given
STEEL table
What if there is moments along with axial force?
Very nice👍
To find X, we can do (a+thickness of angle(124+15))= 139mm
Thank you
how to convert axial load to factored load ??????
Just multiply the load by 1.5
Sir Myy Negative Ara so what to do
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Agr Bolt diameter nhi diya hoga to kya kre
Assume it
Shukriya 👍
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Jay Shree ram bhau
Jay shree ram
Nyc
Thanks ❣️
Vdsb=fub(nn ×Anb +ns ×Asb)/√3×&mb