A V-canyon supports a 100-ft high, constant-angle (120°) arch dam. If the canyon is 60 ft wide at the top and the design freeboard is 6 ft (ie., the water level is 6 ft below the top of the dam), determine the abutment reactions at dam heights of 25, 50, and 75 ft above the bottom of the canyon.
"F_i=\\rho g V_i=\\rho g\\sqrt{a^2+b^2}lh_i\\sin\\alpha,"
"F_1=33~kN,"
"F_2=67~kN,"
"F_3=100~kN."
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