Question

Shear and Bending Moment Distributions A distributed load is applied to a cantilevered beam (fixed at the left end (origin) Create a figure in which plots each of the three functions are presented in stacked order (top to bottom) for the length of the beam: loading function(w), shear stress distribution (V) and moment distribution (M) Each of these distributions must be a different color Calculate the distribution for the entire domain (x=0 to x=3m) Use \texttt{max} to determine the maximum value for each of these distributions and then use \texttt{fprintf} to print those values neatly to the command window Use \texttt{xlim} to restrict the plot of the results to the domain x = 0 to x = 2m Title and label the axes and plots. Title the figure window w(x) = \left(\frac{2}{3}x\right) kN/m V(x) = \left(3 - \frac{1}{3}x^2\right) kN M(x) = \left(-6 + 3x - \frac{1}{9}x^2\right) kN*m

          Shear and Bending Moment
Distributions
A distributed load is applied to a cantilevered beam (fixed at
the left end (origin)
Create a figure in which plots each of the three functions are
presented in stacked order (top to bottom) for the length of the
beam: loading function(w), shear stress distribution (V) and
moment distribution (M)
Each of these distributions must be a different color
Calculate the distribution for the entire domain (x=0 to x=3m)
Use \texttt{max} to determine the maximum value for each of these
distributions and then use \texttt{fprintf} to print those values neatly to
the command window
Use \texttt{xlim} to restrict the plot of the results to the domain
x = 0 to x = 2m
Title and label the axes and plots.
Title the figure window
w(x) = \left(\frac{2}{3}x\right) kN/m
V(x) = \left(3 - \frac{1}{3}x^2\right) kN
M(x) = \left(-6 + 3x - \frac{1}{9}x^2\right) kN*m

Shear and Bending Moment
Distributions
A distributed load is applied to a cantilevered beam (fixed at
the left end (origin)
Create a figure in which plots each of the three functions are
presented in stacked order (top to bottom) for the length of the
beam: loading function(w), shear stress distribution (V) and
moment distribution (M)
Each of these distributions must be a different color
Calculate the distribution for the entire domain (x=0 to x=3m)
Use max to determine the maximum value for each of these
distributions and then use fprintf to print those values neatly to
the command window
Use xlim to restrict the plot of the results to the domain
x = 0 to x = 2m
Title and label the axes and plots.
Title the figure window
w(x) = ((2)/(3)x) kN/m
V(x) = (3 - (1)/(3)x^2) kN
M(x) = (-6 + 3x - (1)/(9)x^2) kN*m

Added by Rebecca R.

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