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tiple Choice = √85(1-5), 0≤S ≤ 0.235 and 0.765 ≤S ≤1 = √√S(1+5), 0≤S ≤ 0.235 and 0.550 ≤S ≤ 0.650 = 8√√/3²(1-S), 0≤S≤ 0.365 and 0.965 ≤S≤ 995 = 85√(1-5).0 ≤S ≤ 0.500 and 0.5 ≤S ≤ 1.5

tiple Choice = √85(1-5), 0≤S ≤ 0.235 and 0.765 ≤S ≤1 = √√S(1+5), 0≤S ≤ 0.235 and 0.550 ≤S ≤ 0.650 = 8√√/3²(1-S), 0≤S≤ 0.365 and 0.965 ≤S≤ 995 = 85√(1-5).0 ≤S ≤ 0.500 and 0.5 ≤S ≤ 1.5

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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Multiple Choice O O O о =√8S(1-5), 0≤S≤ 0.235 and 0.765 ≤S≤1 = √S(1+S), 0≤S ≤ 0.235 and 0.550 ≤S ≤ 0.650 = 8√3²(1-5), 0≤S≤ 0.365 and 0.965 ≤S ≤ 995 =85√(1-5), 0≤S≤ 0.500 and 0.5 ≤S≤1.5
Transcribed Image Text:Multiple Choice O O O о =√8S(1-5), 0≤S≤ 0.235 and 0.765 ≤S≤1 = √S(1+S), 0≤S ≤ 0.235 and 0.550 ≤S ≤ 0.650 = 8√3²(1-5), 0≤S≤ 0.365 and 0.965 ≤S ≤ 995 =85√(1-5), 0≤S≤ 0.500 and 0.5 ≤S≤1.5
Consider a cylinder of specific gravity S <1 floating vertically in water (S = 1), as in the image. Derive a formula for the stable values of D/L as a function of S and apply it to the case D/L = 1.2 to determine the stability conditions. D h
Transcribed Image Text:Consider a cylinder of specific gravity S <1 floating vertically in water (S = 1), as in the image. Derive a formula for the stable values of D/L as a function of S and apply it to the case D/L = 1.2 to determine the stability conditions. D h
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