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Unformatted text preview: p(t) p(t) p(0) = 1000 lb/in 2 t=0.05 sec You must quickly design the structure without the use of a sophisticated computer, so you are forced to find a straight forward (perhaps conservative) approach. What equivalent static pressure would you use applied to the face of the structure to allow you to conservatively design the structure to the given blast load? Describe how you came to that static load. Assume your primary structural period is 0.25 sec....
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This note was uploaded on 02/03/2011 for the course CE 573 taught by Professor Various during the Spring '11 term at American University of Science & Tech.
- Spring '11