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In Problems 1–5 solve equation (4) subject to the appropriate

boundary conditions. The beam is of length L, and w0 is a constant.

a) The beam is embedded at its left end and simply supported at its right end, and

w(x)=w0sinπxL,0<x<L

(b) Use a graphing utility to graph the deflection curve whenw0=2π3EI andL=1

c) Use a root-_finnding application of a CAS (or a graphic calculator) to approximate the point in the graph in part (b) at which the maximum deflection occurs. What is the maximum deflection?

Short Answer

Expert verified

Therefore, the solution is

(a)yx=w0L2EIπ3-2L2x+3Lx2-x3+2L3πsinπxLbyx=-2x+3x2-x3+2πsinπx(c)ymax=0.2708

Step by step solution

01

Step 1: Given Information.

wx=w0sinπxL,0<x<L

02

(a) Determining the y(x) :

Consider a beam with an embedded left end and a support at the right end.

wx=w0sinπxL,0xL

where L denotes the beam's length and w denotes a constant. We have made decisions based on the circumstances.

EId4ydx4=w0sinπxL,y(0)=y'(0)=y(L)=y(L)=0

where E is the moment of inertia of a cross section of the beam and I is the young's modules of elasticity of the beam's material.

03

Using Integration

Taking the derived differential equation and integrating it four times gives us

y(x)=c1+c2x+c3x2+c4x3+w0L4EIπ4sinπxL

Using the y(0)=y'(0)=0border condition, we get

localid="1664275233208" c1=0 , c2=w0L3EIπ3

as well as

y(x)=-W0L3EIπ3X+C3X2+C4X3+W0L4EIπ4sinπxL

If y(L)=0, the result is

c3+c4L=w0L2EIπ3

If y”(L)=0, the result is

c3+3c4L=0

We have accomplished this by resolving them.

c4=w0L2EIπ3

Then,

c3=3w0L22EIπ3

y(x)=-w0L3EIπ3x+3w0L22EIπ3x2-w0L2EIπ3x3+w0L4EIπ4sinπxL

y(x)=w0L2EIπ3-2L2x+3Lx2-x3+2L3πsinπxL

04

(b) Mapping Graph

Whenw0=2π3EIand L=1, we get

yx=-2x+3x2-x3+2πsinπx

This as depicted in the graph below

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