Consider the frame and loading shown in the adjoining figure. The temerature acts on the full length of members $BC$ and $CD$

Use the dimensions and applied actions in the tables below.

For the combined actions of distributed load and change in temperature, determine the following:

Horizontal reaction at $A$

Maximum moment in $AB$

For the change in temperature only:

Uniform strain component ${}_T$ in BCD

Curvature ${}_T$ in member BCD

For the combined actions of distributed load and change in temperature

Vertical displacement ${}_E$ at point $E$

Relative rotation rel ${}_C$ at point $C($Specify the direction of rotation of member CD relative to CB$)$

Enter your answers in the space provided.

Dimensions and section properties:

Applied actions: