Use E $=29106$ psi. For the cantilever beam and loading shown, determine

a$)$ Due to the concentrated load:

The magnitude of the deflection of $"$C$"$ is $\_\_\_\_\_$in$.(6$ sig figs$)$

b$)$ Due to the distributed load:

The magnitude of the deflection of $"$C$"$ is $\_\_\_\_\_$in$.(6$ sig figs$)$

c$)$ Due to the loads:

The magnitude of the deflection of $"$C$"$ is $\_\_\_\_\_$in$.(6$ sig figs$)$

d$)$ Due to the concentrated load:

The magnitude of the slope at $"$C$"$ is $\_\_\_\_\_$in$/$in$.(6$ sig figs$)$

e$)$ Due to the distributed load:

The magnitude of the slope at $"$C$"$ is $\_\_\_\_\_$in$/$in$.(6$ sig figs$)$

f$)$ Due to the loads:

The magnitude of the slope at $"$C$"$ is $\_\_\_\_\_$in$/$in$.(6$ sig figs$)$

g$)$ Due to the loads:

The magnitude of the deflection of $"$A$"$ is $\_\_\_\_\_$in$.(6$ sig figs$)$

h$)$ Due to the loads:

The magnitude of the slope at $"$A$"$ is $\_\_\_\_\_$in$/$in$.(6$ sig figs$)$