It is required to determine the maximum force FT required to hold the inflatable flood control barrier in place assuming it has been filled with air to a gauge pressure of P = 12.0 kPa. The barrier has an average diameter of d = 950 mm and its maximum individual length is L = 12.0 m. Since this force is the one acting on the part of the non-inflatable membrane that receives the flood water (seen on the left side of Figure 1), use the value of FT that you obtained to calculate the mean stress srip [MPa ] that is acting on that membrane assuming it has an effective thickness of t = 2.5 mm
It is required to determine the maximum force FT required to hold the inflatable flood control barrier in place assuming it has been filled with air to a gauge pressure of P = 12.0 kPa. The barrier has an average diameter of d = 950 mm and its maximum individual length is L = 12.0 m. Since this force is the one acting on the part of the non-inflatable membrane that receives the flood water (seen on the left side of Figure 1), use the value of FT that you obtained to calculate the mean stress srip [MPa ] that is acting on that membrane assuming it has an effective thickness of t = 2.5 mm
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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It is required to determine the maximum force FT required to hold the inflatable flood control barrier in place assuming it has been filled with air to a gauge pressure of P = 12.0 kPa. The barrier has an average diameter of d = 950 mm and its maximum individual length is L = 12.0 m. Since this force is the one acting on the part of the non-inflatable membrane that receives the flood water (seen on the left side of Figure 1), use the value of FT that you obtained to calculate the mean stress srip [MPa ] that is acting on that membrane assuming it has an effective thickness of t = 2.5 mm.
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