The discussion revolves around the stiffness factor for a member in a beam, specifically questioning the values of KBC and KAB in relation to their support conditions. Participants are examining the implications of fixed and pinned supports on beam stiffness, referencing equations related to beam deflection and stiffness.
The discussion is active, with participants sharing their interpretations and seeking clarification on the definitions and implications of support conditions. Some guidance has been offered regarding the behavior of beams under different constraints, but no consensus has been reached on the correct stiffness factors.
Participants note that their understanding is based on textbook extracts, and there is a lack of explicit definitions for terms like "far end." The discussion highlights the complexity of beam behavior under varying support conditions.
BC is only a segment of the beam ABCD. The "far end" of BC from B is D.fonseh said:
That's my understanding. But please bear in mind that my entire knowledge of the subject comes from the textbook extracts you have posted.fonseh said:
May I know which part ? Can you highlighted it ?haruspex said:
I have not noticed an actual definition of "far end" but just thinking about how I would expect a beam to behave it is clear that if any part of a beam is unable to rotate at all it will make the beam stiffer at all joints. Hence that is how I interpret the term.fonseh said:
