hdp12
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oh, alright. Well thank you so much, I really appreciate it!
This discussion focuses on solving a statics problem involving a beam supported by a pin and a roller. The key equations used are the equilibrium equations: ΣFx=0, ΣFy=0, and ΣM=0. Participants clarify that the moments at the supports MA and MB are zero due to the nature of pin connections, which do not resist moments. The correct moment equation is established as 0=M2-(a+b)RBY, leading to the determination of support reactions RAY and RBY through proper application of static equilibrium principles.
PREREQUISITESStudents studying statics, mechanical engineers, and anyone involved in structural analysis or mechanics of materials.
I'm glad SteamKing seems to understand it because I still don't. If A is a roller, how is it going to supply the downward force necessary to oppose the applied moment? I see no mention of mass or gravity.hdp12 said:no there were not, simply the moment is acting on that point at the rigid body between the roller, A, and the pin, B. It's then necessary to find the support reactions at A and B, which are RAY, RBY, and RBX
haruspex said:I note that the bases of the supports are drawn differently, but not according to any diagrammatic convention I know.
The text says A is a roller.SteamKing said:It's possible the support at A was drawn slightly differently to permit the x-axis to be drawn on the diagram w/o interference.
To me, it looked like both supports were pinned connections with no indication of any rollers present.
What text? The OP simply posted a pitcher out of his textbook. He put the word "roller" in the thread title, but ...haruspex said:The text says A is a roller.
Post #3SteamKing said:What text? The OP simply posted a pitcher out of his textbook. He put the word "roller" in the thread title, but ...![]()