Solve Cantilever Beam: End Load 20kN, EI=40KNm^2, Length 0.25m

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To solve for the slope at the free end of a cantilever beam under a 20kN load, the fundamental equation d²y/dx² = M/EI is used, where M is the moment and EI is the flexural rigidity. Substituting the values, EI × d²y/dx² = WU(l - x) is established, but the user is uncertain about the integration process required to find the slope. The slope refers to the first derivative of the deflection curve, indicating the rotation of the beam's cross-section. Clarification is provided that consulting a mechanics of materials textbook will help in understanding the variables involved. The discussion emphasizes the need for correct integration to determine the beam's slope effectively.
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Homework Statement



A cantilever beam carriers an end load of 20kN and has an EI value of 40 KNm^2. If the beam is 0.25m long, use intergration to determine

the slope at the free end of the beam?



Homework Equations



I know from a handout I have that the fudamental equation to use is

d^2y/dx^2 = M/EI

when I substitute this I get EI X d^2y/dx^2 = WU(l - x)

This is where I am stuck? Any help much appricated
 
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Hint: the slope means 'first derivative', i.e. the rotation of the cross section of the beam.
 
Not with you? I think you have to intergrate it but Not sure how many times though.
 
Do you know what the y means in that differential equation? open up your mechanics of materials book and look it up, then you'll understand what radou said.
 
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