Maximum slope and deflection of beam

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SUMMARY

The discussion focuses on determining the maximum slope and deflection of beams under various loading conditions, specifically a simply supported beam with a point load. The user seeks guidance on selecting the appropriate section of the beam to analyze for the moment function, debating between the intervals 0 PREREQUISITES

  • Understanding of beam theory and mechanics of materials
  • Familiarity with integration techniques in calculus
  • Knowledge of boundary conditions in structural analysis
  • Experience with moment functions in beam loading scenarios
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  • Study the derivation of moment functions for various loading conditions on beams
  • Learn about the application of boundary conditions in beam deflection problems
  • Explore the use of calculus to find critical points in deflection analysis
  • Investigate the differences between simply supported beams and suspended chains in terms of deflection
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Students and professionals in civil engineering, structural engineering, and mechanics who are involved in analyzing beam deflection and slope under different loading conditions.

driedupfish
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Homework Statement


I need to find the max slope and deflection of beams with several different types of loading on them. I need to first find a load function or a moment function. Then use integration (and boundary conditions or continuity conditions) to find an expression for the slope and deflection.

For example, a simple supported beam(6 ft) with a point load at a distance of 4 feet from the starting point. Should I find the moment function from section 0<x<4 ft or 4<x<6 ft?
I think that the max deflection is at x= 4 ft, so should I use a section that includes the point load?

here are the rest of the problems, please give me an idea on which section of the beam to find the moment function for 10.1 - 10.4.

I know how to do the rest, I just don't know which section to cut.

Thanks
 

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I think that you will find the max deflection is at less than 4 ft (but more than 3 ft) from the support. The max deflection would be at 4ft if it were a suspended chain, but this member has stiffness that a chain doesn't have. Once you have the function for M/EI in the range 0 to 4, then integration may get you there, if you can define the boundary conditions. To get the point of max deflection, can you see how to get that using calculus?
 

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