For this Problem, kindly refer to our Textbook, Structural Analysis Fourth Edition By Aslam Kassimali. For the given truss on Problem $4\mathrm{.}34$ Page $153,$ calculate the force on Member CH in Kips by method of sections. if the given $30$kip load at joint J and $25$kip loads at joints B$,$ C$,$ D$,$ E from the figure are replaced by $108$kip and $49$kip loads respectively. Express your answer in $2$ decimal places. Include $(-)$ negative sign if the force is compression.

FIG. P$4\mathrm{.}34$