Eccentric Welded Connection | Design of Steel Structures

[@VijayJirwan]

I think in last problem, Cos theta = 107.33/192.67=0.557

[@itachi0000]

Exactly

[@manupurohit7933]

Yes Sahi pakde h

[@nischalvai2164]

Thank u man for concept

[@tanweermalik3512]

Thank you, your video is very helpful. Just one issue - I think the calculation of cos_theta needs to be corrected.

[@jyotiacademy2022]

While calculating MOI , Ar² part should be multiplied with 2 in (I)yy. It is missing. But it is taken in calculation.

[@shubhamyadav3117]

best lecture ever

[@shubhamkumar-ce1fv]

No. Bro... MISSION CIVIL ENGINEERING chanell has given better explanation of this topic

[@arpitsharma9975]

Sir please upload videos on plate girders and compression memeber I really appreciate your work please keep it up and upload these topic videos

[@lovingandservingnetwork6428]

Good job

[@civilbooster]

Thank you sir..

[@ronakjain5592]

Sir in Iyy value of r is 32.67 please explain it how it is calculated

[@anshulsharma7080]

it was x bar = 32.67

[@TheKGF]

Superb

[@JamesBond-ux1uo]

You are taking polar moment of inertia in bending

[@sanupkolya1799]

Sir, which book you refer for permissible allowable stress I.e fu/root 3 x gama mw...please give code reference

[@priyanshupatel2282]

Awesome x2

[@navdeepsingh-of3oi]

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

[@shubhamyadav3117]

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

[@figarofreeman1385]

hallo , can u please explain why Ar*r is not taken into account in area 3

[@siddarthlanba]

sir, why is the angle between q1 and q2 equal to the angle below ( θ )

[@Devesh_Jagtap]

Cos(thita) should be 0.557 !

[@ankurkaushik1354]

Yup.

[@sachin8445]

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... 🐤🐤🐤🐤🐤

[@kartikkaushik3837]

10:13 kis part ????...

[@margo3323]

inertia portion is not explained looks like u memorized it

[@sandeepvasukuttan4153]

Calculation of izz please explain

[@amitkumarsingh2885]

these sums are really lengthy.what is the probability that questions like dese will appear in the gate exam? is your focus towards ESE?

[@APSEDUVERSE]

Amit, this gives you the whole picture. In GATE you expect only parts of lengthy sums to come.

[@amitkumarsingh2885]

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%.

[@yash.soni.y.s]

11:32 why he neglected that

[@anshulsharma7080]

because doing so doesn't affects the results much, u can go with it also.

[@surykantchaudhary5138]

What is the value of p

[@MAHESH_MD]

Sir I think there is torsional moment not bending moment

[@anshulsharma7080]

no torsional moment comes with the bolted eccentric connections only.

[@athulsashok1579]

👍👍👌👌👌👌

[@himansusenapati1021]

Pz write neatly

[@sandeepvasukuttan4153]

I am not understand calculation of Izz

[@JaspreetSingh-zq4mm]

x=29.586 instead of 32.67

[@JamesBond-ux1uo]

What’s the logic

[@manaskamalbora7033]

hindi bhi bol liya koro kabhi kabhi.acha lagta hain

[@APSEDUVERSE]

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 KZbin and in our website learn.apsed.in;

[@avisinha9817]

32.67 kaha se aaya

[@APSEDUVERSE]

Distance of centre of gravity in the x direction. I have shown the calculations also.

[@ashutoshhindaunia1410]

U guys are not explanning well....looks like memorised it?

[@punjabimunda2225]

Hindi me smja to de sirf bke hi ja raha h

[@Sam-lv7xr]

Explaining wrong concept in first type welding

[@Mishravkm778]

Bhut ganda padhaye bhai

[@basmalamahmad5149]

Speak Arabic

[@rrairai8784]

👎