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A wate tank is 22m deep. Althe bottom it is 100m k 60m. the side slopes have a slope AĻ horizantul (Hz) to one v helght of 1om from the batom, the sides have aslopeofdilJekermine the capacity of the touk by the prismaidal Pormulean where you Know bhe fram 10m to 22m heisht from the botom. vertical (ver.), up toa

A wate tank is 22m deep. Althe bottom it is 100m k 60m. the side slopes have a slope AĻ horizantul (Hz) to one v helght of 1om from the batom, the sides have aslopeofdilJekermine the capacity of the touk by the prismaidal Pormulean where you Know bhe fram 10m to 22m heisht from the botom. vertical (ver.), up toa

Structural Analysis
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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Ans 109C40-40 Cu.m EX13:-A wate fank is 22m deep. Athe bottom it is 100m k 60m. the side siopes have aslope horizontul (Hz) to one vertical(ver.), to a helght f jom hom the botom, the sides have aslope dekermine the capacity of Hhetauk by the prismoidal formula where you Know bhe Prom l0m to 22m height from the bottom. up
Transcribed Image Text:Ans 109C40-40 Cu.m EX13:-A wate fank is 22m deep. Athe bottom it is 100m k 60m. the side siopes have aslope horizontul (Hz) to one vertical(ver.), to a helght f jom hom the botom, the sides have aslope dekermine the capacity of Hhetauk by the prismoidal formula where you Know bhe Prom l0m to 22m height from the bottom. up
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