$1).$ Use double integration method to finc

a$)$ Deflection at midspan $($ x$=15$ft $)$

b$)$ Maximum deflection

c$)$ Slope at A

Solve problems $2,3,$ and $4$ in terms of E$,$ I,$,$ and w$.$

$2).$ Use Table E$\mathrm{.}1-6$ to find deflection at D$.$

$3).$ Use Table E to find

reaction force at

support B$.$

Solve problems $1$ through $3$ with full work FBD$$s included.