F$1=27\mathrm{.}0$ kN

F$2=14\mathrm{.}3$ kN

L $=7\mathrm{.}4$ m

h $=2\mathrm{.}5$ m

The shown truss is made of six $7\mathrm{.}4-$m panels.

$-$Use the method of sections to determine the force in members DF$,$ EF and EG

$-$Use then any method of your choice to determine the force in member FH$.$

To report your results, use positive values for tensions and negative values for compressions.

$-$ Force in member DF in kN:

$-$Force in member EF in kN:

$-$Force in member EG in kN:

$-$Force in member FH in kN: