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![Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. Wall thickness = U,,„ -0.08 in. Figure B-26. Idealized initial out-of-round shape for cylinders with n = Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. Wall thickness = U,,„ -0.08 in. Figure B-26. Idealized initial out-of-round shape for cylinders with n =](https://c8.alamy.com/comp/RCW2GX/design-for-implosion-of-concrete-cylinder-structures-under-hydrostatic-loading-underwater-concrete-construction-hydraulic-structures-wall-thickness-=-u-008-in-figure-b-26-idealized-initial-out-of-round-shape-for-cylinders-with-n-=-3-please-note-that-these-images-are-extracted-from-scanned-page-images-that-may-have-been-digitally-enhanced-for-readability-coloration-and-appearance-of-these-illustrations-may-not-perfectly-resemble-the-original-work-haynes-h-h-naval-construction-battalion-center-port-hueneme-calif-civil-engineering-laboratory-port-hueneme-calif-nava-RCW2GX.jpg)
Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. Wall thickness = U,,„ -0.08 in. Figure B-26. Idealized initial out-of-round shape for cylinders with n =
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