SITUATION. From the figure $1.$ Shown,

$1.$ Determine the specific gravity of the log if the length is $6$ m and the radius is $0\mathrm{.}60$ m$.$

A$.0\mathrm{.}954$ B$.0.898$ C$.1\mathrm{.}125$ D$.1\mathrm{.}075$

$2.$ Determine the UPWARD VERTICAL HYDROSTATIC FORCE in KN$.$

A$.59\mathrm{.}8$ B$.63\mathrm{.}54$ C$.74\mathrm{.}9$ D$\mathrm{.}71\mathrm{.}6$

$3.$ Determine the TOTAL HYDROSTATIC FORCE in kN$.$

A$.75\mathrm{.}63$ B$.60\mathrm{.}55$ C$\mathrm{.}64\mathrm{.}10$ D$.72\mathrm{.}51$ SITUATION. From the figure $1.$ Shown,

$1.$ Determine the specific gravity of the log if the length is $6$ m and the radius is $0\mathrm{.}60$ m $.$

A$.0\mathrm{.}954$

B$.0\mathrm{.}898$

C$.1\mathrm{.}125$

D$.1\mathrm{.}075$

$2.$ Determine the UPWARD VERTICAL HYDROSTATIC FORCE in KN$.$

A$.59\mathrm{.}8$

B$.63\mathrm{.}54$

C$.74\mathrm{.}9$

D$.71\mathrm{.}6$

$3.$ Determine the TOTAL HYDROSTATIC FORCE in kN$.$

A$.75\mathrm{.}63$

B$.60\mathrm{.}55$

C$\mathrm{.}64\mathrm{.}10$

D$.72\mathrm{.}51$