Total hydro static force acting on inclined plane surface =
= 1000kg/m3
A, Submerged area of dam A = Inclined length * Length of dam
= H/sin * 20 = 7/sin 60 *20 = 161.66 m2
h, depth of CG of area from water surface can be calculated as shown in figure.
F = 1000*9.81* 161.66* 3.5 = 5550596.1 N
Location of centre of pressue hcp =
IG = 20*8.083^3/12 = 880.17 mm4
hcp = 880.17/(161.66*3.5) + 3.5 = 5.056 m
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