The contimuous beam shown below has a distributed load appliod over span $BC$ and a

point load applied at joint $D.$ The steel beam $(E-29000$ lssi$)$ has secood moment of area

$f-600$ inch $4.$ The mumerical values for the loads and beam properties should be the same

as your Homework #$6$ assignment.

UNKNOWN JOINT DISPLACEMENTS $($DKI $-4)$

The beam has DKI$-4$ with unknown joint displacements showe in the figure. Numerical

solution for the joint displacements, which you did in Homenork #$6$ is as follows:

$D=\left[\begin{array}{c}-0\mathrm{.}00016806\\ -9\mathrm{.}4727e-05\\ -0\mathrm{.}035422\\ -0\mathrm{.}00069059\end{array}\right]$

Use the table of end moments and end shears for fixed$-$fixed beams to perform the following

tasks by direct assembly.

Be sure to use coesistent length units throughout your calculatians.

Find the vertical reaction at $A.$

Find the moment reaction at $A.$

Find the vertical reaction at $B.$

Find the vertical reaction at $C.$

Bused on the applied loads and the competed reactions, perform the following task:

Verify vertical equilibrium is atisfied for the beam, i$.$e$.,$ show that ${\displaystyle \underset{?}{\overset{?}{}}}{F}_y=0$

Verify that moment equilibrium is satisfod for the beam, i$.$e$.,$ show that ${\displaystyle \underset{?}{\overset{?}{}}}M=0$

about a point, e$.$g$,$ about point $A.$

Draw the shear diagram for the beam.

Draw the bending moment diagram for the beam.

Draw the actual combined moment diapram, net the moment diagram in several pieces

by cantilevered parts.