Question Details

The barrier shown between two water tanks of unit width (1 m) into the plane of the screen is modeled as a cantilever.

Taking the density of water as 1000 kg/m³, and the acceleration due to gravity as 10 m/s², the maximum absolute bending moment developed in the cantilever is ______ kNm (round off to the nearest integer).

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Correct Answer :

Correct answer is : 105

Solution :

The correct answer is 105.

1. Hydrostatic Force on the Left Side:
From the first image, the water depth on the left side of the barrier is h1=4 m. The width of the barrier is w=1 m.
The area of the submerged surface on the left is:
A1=4 m×1 m=4 m2
The depth of the centroid from the water surface is:
x¯1=h12=2 m
The total hydrostatic force acting on the left side is:
F1=ρgA1x¯1=1000×10×4×2=80,000 N=80 kN
This force acts at the center of pressure, which is located at a height from the base (fixed support A):
CP1=h13=43 m

2. Hydrostatic Force on the Right Side:
From the first image, the water depth on the right side is h2=1 m.
The area of the submerged surface on the right is:
A2=1 m×1 m=1 m2
The depth of the centroid from the water surface is:
x¯2=h22=0.5 m
The total hydrostatic force acting on the right side is:
F2=ρgA2x¯2=1000×10×1×0.5=5,000 N=5 kN
This force acts at the center of pressure, which is located at a height from the base (fixed support A):
CP2=h23=13 m

3. Maximum Absolute Bending Moment:
The maximum bending moment in a cantilever wall subjected to hydrostatic pressure occurs at the fixed base (A). Since the two forces act in opposite directions, their moments at the base oppose each other:
MA=F1×CP1-F2×CP2
Substituting the calculated values:
MA=80×43-5×13
MA=3203-53=3153=105 kNm

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