Task $2$:

Analyse a beam model using different element types and compare the results. A nkPa load is acting downward along the top, where $n$ is the last three digits of your SQU ID number. $($for instance, for student $140174,n$ is $174).$ The left end is fixed and the right end is simply supported. Material steel $($AISI $4130).$ Length of the beam is $2\mathrm{.}5$ m along y $-$axis. The crosssection is rectangular $(13{10}^{-3}m$ along z $-$axis & $6{10}^{-3}m$ along x $-$axis$)$ Use following elements in ANSYS and fill the table below.

a$)1-$D beam element: Convert the $600$ kPa surface load over the width to a $3,600\frac{N}{m}$ distributed load.

b$)2-$D beam element: The pressure is applied as a $600$ kPa surface load along the top edge.

c$)1$st Plate element: Model $2\mathrm{.}5m13{10}^{-3}m$ dimension and enter a thickness of $6{10}^{-}{?}^{3}m.$ The pressure must be converted to forces on top edge as follows:

i$.($Length$/$# of elements along edge$)*$ Width $*$ Pressure $=$ Force

ii$.$ Force$/2$ located at the ends.

d$)2$nd Plate element: Model $2\mathrm{.}5mx6{10}^{-3}$ dimension and enter a thickness of $13{10}^{-3}.$ The pressure is applied as a $600$ kPa surface load.

e$)$ Brick: The pressure is applied as a $600$ kPa surface load.

Write your comments in comparison with analytical solution.

$\backslash$table$[[$Element Type,$\backslash$table$[[$Deflection$],[($m$)]],\backslash$table$[[$Moment$],[($N$.$m$)]],\backslash$table$[[$Shear$],[($N$)]],\backslash$table$[[{}_y$