An elevated cylindrical water storage tank is shown in the figure. The tank has inner diameter of 1.5 m. It is supported on a solid steel circular column of diameter 75 mm and total height (L) of 4 m. Take, water density = 1000 kg/m³ and acceleration due to gravity = 10 m/s². F44 If elastic modulus (E) of steel is 200 GPa, ignoring self-weight of the tank, for the supporting steel column to remain unbuckled, the maximum depth (h) of the water permissible (in m, round off one decimal place) is

Structural Analysis
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Chapter2: Loads On Structures
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An elevated cylindrical water storage tank is shown in the figure. The tank has inner diameter of 1.5
m. It is supported on a solid steel circular column of diameter 75 mm and total height (L) of 4 m.
Take, water density = 1000 kg/m3 and acceleration due to gravity = 10 m/s².
E
If elastic modulus (E) of steel is 200 GPa, ignoring self-weight of the tank, for the
supporting steel column to remain unbuckled, the maximum depth (h) of the water
permissible (in m, round off one decimal place) is
Transcribed Image Text:An elevated cylindrical water storage tank is shown in the figure. The tank has inner diameter of 1.5 m. It is supported on a solid steel circular column of diameter 75 mm and total height (L) of 4 m. Take, water density = 1000 kg/m3 and acceleration due to gravity = 10 m/s². E If elastic modulus (E) of steel is 200 GPa, ignoring self-weight of the tank, for the supporting steel column to remain unbuckled, the maximum depth (h) of the water permissible (in m, round off one decimal place) is
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