Maximizing Bending Moment in Simply Supported Beams: An Experimental Approach

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The discussion focuses on calculating the maximum bending moment and deflection in a simply supported beam subjected to various loads. Participants share methods for determining support reactions, constructing shear and bending moment diagrams, and calculating deflections at specified intervals. The importance of using the correct formulas for deflection due to point loads and uniformly distributed loads (UDL) is emphasized, along with the need to sum deflections from individual loads. Additionally, there is a discussion on the relationship between moment of inertia and deflection, as well as the use of strain gauges for experimental verification of bending moments. Overall, the conversation provides insights into beam analysis techniques and the necessary calculations for accurately modeling beam behavior under load.
  • #61
Steamking should I be used for the sum of deflections, 5kNm-1 udl load, 20kN or 30kN point loads to determine. What I value for the beam would be required to halve the maximum
deflection of the beam ?
 
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  • #62
Isn't the total deflection the sum of the individual deflections caused by the UDL and the two point loads?

What would happen if you took the formulas for the deflections caused by each of these loads and added them up?

Don't you get [Bunch of Stuff] / EI + [Bunch of Stuff] / EI + [Bunch of Stuff] / EI ?

How does the value of I influence the value of the deflection of the beam?
 
  • #63
Oxon88, how did you do with these questions? Were the answers you provided correct? Seem to be struggling with this and could use some guidamnce...
 

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