Consider the beam and loading shown. Use $P = 8.5$ kN and $E = 200$ GPa. (For S130 $\times$ 15, $I = 5.12 \times 10^{-6}$ m$^4$)
48 kN/m
P
C
A
B
S130 $\times$ 15
1 m
1 m
Determine the slope at end A. (Round the final answer to two decimal places.)
The slope at end A is $\times 10^{-3}$ rad.