The compound beam is fixed at $E$ and supported by rollers at A and $B.$ There are pins at $C$ and $D.$ Take $F=1600lb.($Figure $1)$

Figure

$1$ of $1$

Part A

Determine the reaction at support $A.$

Express your answer in kilopounds to three significant figures.

Request Answer

Determine the reaction at support $B.$

Express your answer in kilopounds to three significant figures.

$B_y=$

kip

Request Answer

Part C

Determine the reaction forces at support $E.$

Express your answers in kilopounds to three significant figures. Enter your answers separated by a comma.

$E_x,E_y=$

$\sqrt[]{}$

$A$

darruarr

vec

$?$

Request Answer

Part D

Determine the reaction moment at support $E.$

Express your answer in kilopound$-$feet to three significant figures.

$\sqrt[]{}Avec$harrW $?$

$M_E=kip*ft$