An elevated cylindrical water storage tank is shown in the figure. The tank has inner diameter of 1.5m. 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.EIf elastic modulus (E) of steel is 200 GPa, ignoring self-weight of the tank, for thesupporting steel column to remain unbuckled, the maximum depth (h) of the waterpermissible (in m, round off one decimal place) is

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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. 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

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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