Problem II. A proposed elevated tank for a certain community has a diameter of 72 inches and a height of120 inches. It is to draw water by a pump from an aquifer down below the ground. Two steel hoops, 24.4in' in cross section, are installed around the tank, one at the bottom and one at the top, to prevent thebursting of the tank by the water pressure inside. (Use unit weight of water, yale = 62.4 Ib/n)a) Compute the internal stress at the bottom of the tank (in psf).b) Determine the tensile stress at the top (in psi).c) Determine the tensile stress at the bottom (in psi).h= 7.672 ft

##solution of a Given problem ## internal stress at bottom of tank , tensile stress at top and…

Answered: a) Compute the internal stress at the…

a) Compute the internal stress at the bottom of the tank (in psf). b) Determine the tensile stress at the top (in psi). c) Determine the tensile stress at the bottom (in psi).

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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Planar Stresses

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Problem II. A proposed elevated tank for a certain community has a diameter of 72 inches and a height of
120 inches. It is to draw water by a pump from an aquifer down below the ground. Two steel hoops, 24.4
in' in cross section, are installed around the tank, one at the bottom and one at the top, to prevent the
bursting of the tank by the water pressure inside. (Use unit weight of water, yale = 62.4 Ib/n)
a) Compute the internal stress at the bottom of the tank (in psf).
b) Determine the tensile stress at the top (in psi).
c) Determine the tensile stress at the bottom (in psi).
h= 7.672 ft

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