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LoginWeight of Dam/m = density × area = 20000×15 = 300000 N/m
Min stress = w/b = 300000/4 = 75000 N/m
Hydrostatic force: F=0.5*60*6=180KN/m3.
Taking a moment at the toe of the dam: Mr= 120*3.5+180*2=780KNm; Mo=180*2=360KNm.
find X=(Mr-Mo)/ Total Vertical force=1.4m
Find, e=B/2-X=2-1.4=0.6.
Now, Min stress at base= Total vertical force/B(1-6e/B)=7.5KN/m2=7500N/m2.
So,
= [20,000x(1x{(1+4)/2}x6] / [ 1x4]
=20,000x(1x2.5x6) / 4
=3,00,000 / 4
=75,000 N/M2
W = Density x Volume.
a=1, b=4, h=6.
W = 20000 x [1/2 x (a+b) x h x 1m],
W = 300000.
For, minimum stress = W/b (1 - 6e/b),
for stability e = b/6 = 4/6 = 0.6.
Stress = 300000/4 (1 - 6x0.6/4).
Stress 7500 N/m^2.
W = Density x Volume
a=1, b=4, h=6.
W = 20000 x [1/2 x (a+b) x h x 1m]
W = 300000.
For, minimum stress = W/b (1 - 6e/b)
for stability e = b/6 = 4/6 = 0.6
Stress = 300000/4 (1 - 6x0.6/4)
Stress 7500 N/m2
W = Density x Volume
a=1, b=4, h=6.
W = 20000 x [1/2 x (a+b) x h x 1m]
W = 300000.
For, minimum stress = W/b (1 - 6e/b)
for stability e = b/6 = 4/6 = 0.6
Stress = 300000/4 (1 - 6x0.6/4)
Stress 7500 N/m2
W = Density x Volume
a=1, b=4, h=6.
W = 20000 x [1/2 x (a+b) x h x 1m]
W = 300000.
For, minimum stress = W/b (1 - 6e/b)
for stability e = b/6 = 4/6 = 0.6
Stress = 300000/4 (1 - 6x0.6/4)
Stress 7500 N/m2
W = Density x Volume
a=1, b=4, h=6.
W = 20000 x [1/2 x (a+b) x h x 1m]
W = 300000.
For, minimum stress = W/b (1 - 6e/b)
for stability e = b/6 = 4/6 = 0.6
Stress = 300000/4 (1 - 6x0.6/4)
Stress 7500 N/m2
but right ans is7500...??
Density*volume/area=stress at base
(20000*(1/2*(1+4)*6))/(4*1)=75000 N/sq.m