I really apologize for the late reply, got caught up in something. For the last two members, You just have to follow the same procedure used for first two members.
@@ONLINECIVILENGINEERINGACADEMY how did you know the member was not in equilibrium with a positive moment? This was a valid question. I don't understand it either...please clarify.
Thank you for teaching this, I understand it now.
Really glad to hear it helps! If there is any other topic you want to understand do let us know about it.
You are the only person on TH-cam I have seen with a detailed explanation of the B.M diagramqnd shear force of a frame with no hinge
I gotta admit this a better way to solve the problem. Thanks♥so much for the help
You are analysis GOAT 💙
Thankyou Ahmed 🙂
can you explain the solution for the two last member
I really apologize for the late reply, got caught up in something. For the last two members, You just have to follow the same procedure used for first two members.
If it is still not clear do let me know.
I already got it. Thanks man
CAn u help me find the value of bending moment of span CD
why multiply by -1 plz describe it
Because we need to apply force or moment at that point in such a way that the member is in equilibrium.
-1 reverses the sign of net force at or moment acting about that point.
how did you know the member was not in equilibrium with a positive moment
@@ONLINECIVILENGINEERINGACADEMY how did you know the member was not in equilibrium with a positive moment? This was a valid question. I don't understand it either...please clarify.
🙏🙏😥