w $=100$ lbf$/$in

Solve using singularity functions to determine the deflection of the beam. Use statics to determine the reactions.

Provide the mat lab code and build off this one E$=30$e$6$; $\%$lb$/$in$^2$

I$=0\mathrm{.}05$; $\%$in$^4$

w$=100$; $\%$lb$/$in

l$\_1=10$; $\%$in distance between the supports

l$\_2=4$;$\%$in distance of overhang

l$=$ ; $\%$total length

R$2=$ ; $\%$right reaction force $($lb$)$

R$1=$ ; $\%$left reaction force $($lb$)$

C$2=$ ; $\%2$nd integration constant

C$1=$ ; $\%$first integration constant

x$=$linspace$(0,$l$,1000)$; $\%$range of the beam

V$=$ ; $\%$shear

M$=$ ; $\%$moment

theta$=$ ; $\%$angle

y$=$ ; $\%$deflection

subplot$(4,1,1),$plot$($x$,$V$)$

ylabel$(\text{'}$V $($lb$)\text{'})$;

grid$(\text{'}$on$\text{'})$

subplot$(4,1,2),$plot$($x$,$M$)$

ylabel$(\text{'}$M $($in$-$lb$)\text{'})$;

grid$(\text{'}$on$\text{'})$

subplot$(4,1,3),$plot$($x$,$theta$)$

ylabel$(\text{'}\backslash$theta$($rad$)\text{'})$;

grid$(\text{'}$on$\text{'})$

subplot$(4,1,4),$plot$($x$,$y$)$

grid$(\text{'}$on$\text{'})$

ylabel$(\text{'}$y$($in$)\text{'})$;

xlabel$(\text{'}$x$($in$)\text{'})$;

Consider the uniformly loaded simply supported steel beam with an overhang as shown.

The second$-$area moment of the beam is I$=0\mathrm{.}05$ in $^(4).$ Use superposition $($with Table A$-9$

and the results of Problem $4-20)$ to determine the reactions and the deflection equations

of the beam. Plot the deflections. $4-65$ Solve Problem $4-21$ using singularity functions to determine the deflection equation of the beam. Use statics to determine the reactions.