Beam and Load: Understanding Uniformly Distributed Loads and Moments

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The discussion centers on the relationship between bending moments and the characteristics of beams under uniformly distributed loads. It is established that while the bending moment formula (w * ln / 8) is independent of the beam's thickness, the beam's ability to withstand loads varies with its cross-sectional dimensions. The conversation clarifies that bending moments are equal and opposite to applied moments, relying solely on external loads rather than beam properties. Additionally, the derivation of the moment formula is explained, emphasizing the role of load distribution and distance from the axis. Overall, the principles of bending moments and their calculations are crucial for understanding beam behavior under load.
  • #61
dahoa said:
a uniform beam is one with identical rebars ratio and resistances in the whole length of the beam?
Yes.
 
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  • #62
haruspex said:
Yes.

By the way.. when the ends are moment connected.. for example, the column and beam can transfer moments to each other.. so the moment in the column is equal to the moment in the beam at edge connections and rotation occurs at the joint... do you consider it fixed?

Some use definition of fixed where there is no moment rotation. If the above is not fixed.. then what kind of real or actual connections would make it fixed? How can you make column-beam fixed with no moment rotations?

And when we described pinned.. do you mean something that is just put on top of the support?
 

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