Proving Slope & Deflection of Cantilever Beam with Concentrated Load

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SUMMARY

The discussion focuses on proving the slope and deflection of a cantilever beam subjected to a concentrated load at its midpoint. The established formulas are slope = WL²/8EI and deflection = 10WL³/96EI. The double integration method is employed to derive these equations, starting with the moment M as WL/2. The user is guided to calculate the slope and deflection at the free end of the beam, emphasizing the need to consider the geometry of the beam beyond the midpoint.

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  • Understanding of beam theory and mechanics of materials
  • Familiarity with the double integration method for beam deflection
  • Knowledge of bending moment and shear force concepts
  • Proficiency in using differential equations in engineering applications
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  • Study the derivation of beam deflection formulas in "Mechanics of Materials" by Beer and Johnston
  • Learn about the double integration method in detail for various loading conditions
  • Explore the use of software tools like MATLAB for solving beam deflection problems
  • Investigate the relationship between moment, shear, and deflection in cantilever beams
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Engineering students, structural analysts, and professionals involved in mechanical design and analysis of cantilever beams under concentrated loads.

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Homework Statement


"for a cantilever beam with a concentrated load in the middle of the span, prove that


the slope is WL2/8EI, and the deflection is 10WL3/96EI"


Homework Equations


the length of the span is L, the concentrated load is acting in the middle at L/2


The Attempt at a Solution



I used the double integration method

and I took M as Wl/2

EI y''= - Mx
so EI y''= - wl/2
EI y'= -wlx/2 +c1

EI y= -wlx2/4 +c1x+ c2

since y'=0, x=l

then c1= wx2/2

and since y''=0, x=l

then c2= -wx3/4 +wx2/2

then don't know what to do



thank you in advance
 
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It looks like the problem is asking for the slope and deflection at the free end of the cantilever. You need to calculate the defelection and slope at midpoint, then use geometry to find the deflection and slope at the free end (the 2nd half of the beam from midpoint to the free end goes along for the ride, with no loading, bending, shear, etc. in that section). Note also that you seem to have extra variables in your equation (EIy" = M, etc).
 
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