Such fun I had watching your videos. You explain with clarity and a midas touch

How would you analyse the support reactions when the A and D pins are not on the same y displacement, ie D is positioned higher than A. One of my civil engineering assignment question questions is super similar to this one only with the problem i just mentioned.

I love the enthusiasm!

why at the inclined beam we don't consider By and Bx at the opposite side?

Can someone please recommend me more videos regarding the structural analysis of frames ??(Civil Engineering). I will be very thankful to you.

The solution for this is the same with no hinge?

Nice for Static’s and Structural analysis

thank you, very clear and pinpoint

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thank you very well explained and I fully understand this now

Could you let me know which program you use while making your drawings in these videos? By the way the videos are perfect!

How do you analyze how many equations will be set per body diagram?

thankyouuu so muchh

You don't resolve the component in x, y direction during the moment at A for Dy. Kindly reply

8:12

I feel making sections is a much less complicated way of solving for internal actions. However good video.

hello, why on summation of forces X, use sin theta? should it be cos theta?

what's the ended value in moment ? (after 6.25)

I have one query, at the start of video while solving horizontal forces you took Dx as 6.667 pointing left but when solved for Bx you got -6.667 answer and you wrote is towards right rather than towards left ! Kindly explain..

Hey structure free how come u didn’t consider the distributed load when u was looking for your VA NA at joint A?