Eccentric Welded Connection | Design of Steel Structures

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In this video I have talked about the eccentric welded connection where the plane of moment and plane of weld is same.
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[@VijayJirwan]

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

[@tanweermalik3512]

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

[@nischalvai2164]

Thank u man for concept

[@arpitsharma9975]

Sir please upload videos on plate girders and compression memeber

[@lovingandservingnetwork6428]

Good job

[@TheKGF]

Superb

[@jyotiacademy2022]

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

[@priyanshupatel2282]

Awesome x2

[@siddarthlanba]

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

[@shubhamyadav3117]

best lecture ever

[@sanupkolya1799]

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

[@civilbooster]

Thank you sir..

[@figarofreeman1385]

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

[@athulsashok1579]

👍👍👌👌👌👌

[@ronakjain5592]

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

[@navdeepsingh-of3oi]

Sir apne CG nikalte sme welded portion ka CG 0 liya hai .

[@JamesBond-ux1uo]

You are taking polar moment of inertia in bending

[@sachin8445]

At time 11.25

[@surykantchaudhary5138]

What is the value of p

[@amitkumarsingh2885]

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