Analysis of Frame || Shear Force and Bending Moment Diagram of Frame

[@cedrickmwamba7877]

wow thanks a lot for posting helps me out wow wow

[@civilengineering94]

Happy to help

[@Kids_Alphabets]

Superb bro

[@civilengineering94]

Thanks 🤗

[@ravikumarpillai1473]

In Analysis of Frame structure the vertical and horizontal showing I and 2I the relative stiffness, how to know whether it is I or 2I etc, pls clarify

[@abizarrin3427]

pardon, i dont think this frame is possible, if all load is applied, the frame will tramble because it is not stable.

[@nhilang2063]

so if there a hinge on the right beam and the 3k force is applied at the corner of the left beam, will there be a shear internal force on the right beam or will the reaction cancels it out?

[@didarulislamsojib2981]

Good

[@Luckhotoesa]

thank u my friend you just cleared my doubts.

[@rubaalsaeed5790]

please visit my channel

[@재드래곤-w3v]

Good video! One question though, how do i determine whether bmd is positive or negative?

[@Zua11]

Calculate the moments about control sections, if the moment is negative then tension is in the upper fibres and vice versa

[@tariqhameed1349]

Informative

[@civilengineering94]

Thanks #Tariq_Hameed

[@jong7513]

So nobody on youtube shows how to solve a simple frame with a point load? Fail.

[@civilengineering94]

I will make on that soon

[@positivevibes4265]

@@civilengineering94 please tell where can i find frame analysis category in your playlist... Thank you. Please post more on sfd and bmd

[@colimbuss4787]

i understand 20% of what you are saying

[@bilalmalik8812]

wrong answer... he has not taken effect of 16k load during taking summation of moment about A =0

[@zulfekhar8367]

Explanation is not clear, I think bending moment diagram is wrong

[@lorsotheaudom9]

yes, the direction of moment is wrong

[@amina6201]

Not good,

[@tariqhameed1349]

Xcllnt

[@civilengineering94]

Thanks

[@PEDROPALACAY]

Good

[@civilengineering94]

Thanks