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I think in last problem, Cos theta = 107.33/192.67=0.557
Exactly
Yes Sahi pakde h
Thank you, your video is very helpful. Just one issue - I think the calculation of cos_theta needs to be corrected.
While calculating MOI , Ar² part should be multiplied with 2 in (I)yy. It is missing.But it is taken in calculation.
best lecture ever
No. Bro... MISSION CIVIL ENGINEERING chanell has given better explanation of this topic
Thank u man for concept
Sir please upload videos on plate girders and compression memeberI really appreciate your work please keep it up and upload these topic videos
Sir in Iyy value of r is 32.67 please explain it how it is calculated
it was x bar = 32.67
Sir apne CG nikalte sme welded portion ka CG 0 liya hai .Isn't it should be (4.2/2)=2.1Im talking about x3
friend while deriving we consider dat to be very small and we counsider dat its a strip and points on strip lie on a line
Thank you sir..
At time 11.25 While calculating Ixx after using parallel axis theorem u should use square of ( 160+4.2/2) but u used just square of 160... 🐤🐤🐤🐤🐤
Good job
You are taking polar moment of inertia in bending
Sir, which book you refer for permissible allowable stress I.e fu/root 3 x gama mw...please give code reference
inertia portion is not explained looks like u memorized it
Calculation of izz please explain
sir, why is the angle between q1 and q2 equal to the angle below ( θ )
Cos(thita) should be 0.557 !
Yup.
these sums are really lengthy.what is the probability that questions like dese will appear in the gate exam?is your focus towards ESE?
Amit, this gives you the whole picture. In GATE you expect only parts of lengthy sums to come.
OK sir.steel design is a complex subject maybe dats y i thought u r running a bit faster.i know u r giving ur 200%.
hallo , can u please explain why Ar*r is not taken into account in area 3
Awesome x2
Superb
Sir I think there is torsional moment not bending moment
no torsional moment comes with the bolted eccentric connections only.
What is the value of p
👍👍👌👌👌👌
hindi bhi bol liya koro kabhi kabhi.acha lagta hain
Hello Manas, glad to hear from you. Thanks for your feedback, we will look into it. Currently, we do not have courses in Hindi. But we do offer courses in English in RUclips and in our website learn.apsed.in;
10:13 kis part ????...
U guys are not explanning well....looks like memorised it?
I am not understand calculation of Izz
x=29.586 instead of 32.67
11:32 why he neglected that
because doing so doesn't affects the results much, u can go with it also.
32.67 kaha se aaya
Distance of centre of gravity in the x direction. I have shown the calculations also.
What’s the logic
Pz write neatly
Hindi me smja to de sirf bke hi ja raha h
Explaining wrong concept in first type welding
Bhut ganda padhaye bhai
Speak Arabic
👎
I think in last problem, Cos theta = 107.33/192.67=0.557
Exactly
Yes Sahi pakde h
Thank you, your video is very helpful. Just one issue - I think the calculation of cos_theta needs to be corrected.
While calculating MOI , Ar² part should be multiplied with 2 in (I)yy. It is missing.
But it is taken in calculation.
best lecture ever
No. Bro... MISSION CIVIL ENGINEERING chanell has given better explanation of this topic
Thank u man for concept
Sir please upload videos on plate girders and compression memeber
I really appreciate your work please keep it up and upload these topic videos
Sir in Iyy value of r is 32.67 please explain it how it is calculated
it was x bar = 32.67
Sir apne CG nikalte sme welded portion ka CG 0 liya hai .
Isn't it should be (4.2/2)=2.1
Im talking about x3
friend while deriving we consider dat to be very small and we counsider dat its a strip and points on strip lie on a line
Thank you sir..
At time 11.25
While calculating Ixx after using parallel axis theorem u should use square of ( 160+4.2/2) but u used just square of 160...
🐤🐤🐤🐤🐤
Good job
You are taking polar moment of inertia in bending
Sir, which book you refer for permissible allowable stress I.e fu/root 3 x gama mw...please give code reference
inertia portion is not explained looks like u memorized it
Calculation of izz please explain
sir, why is the angle between q1 and q2 equal to the angle below ( θ )
Cos(thita) should be 0.557 !
Yup.
these sums are really lengthy.what is the probability that questions like dese will appear in the gate exam?
is your focus towards ESE?
Amit, this gives you the whole picture. In GATE you expect only parts of lengthy sums to come.
OK sir.steel design is a complex subject maybe dats y i thought u r running a bit faster.i know u r giving ur 200%.
hallo , can u please explain why Ar*r is not taken into account in area 3
Awesome x2
Superb
Sir I think there is torsional moment not bending moment
no torsional moment comes with the bolted eccentric connections only.
What is the value of p
👍👍👌👌👌👌
hindi bhi bol liya koro kabhi kabhi.acha lagta hain
Hello Manas, glad to hear from you. Thanks for your feedback, we will look into it. Currently, we do not have courses in Hindi. But we do offer courses in English in RUclips and in our website learn.apsed.in;
10:13 kis part ????...
U guys are not explanning well....looks like memorised it?
I am not understand calculation of Izz
x=29.586 instead of 32.67
11:32 why he neglected that
because doing so doesn't affects the results much, u can go with it also.
32.67 kaha se aaya
Distance of centre of gravity in the x direction. I have shown the calculations also.
What’s the logic
Pz write neatly
Hindi me smja to de sirf bke hi ja raha h
Explaining wrong concept in first type welding
Bhut ganda padhaye bhai
Speak Arabic
👎