. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. Wall thickness = U,,„ in. Figure B-26. Idealized initial out-of-round shape for cylinders with n = AR„ = in. Wall Thickness = ta„a -0-08 in. Figure B-27. Idealized initial out-of-round shape for cylinders with n = 2. 75. 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 Hayn
. Design for implosion of concrete cylinder structures under hydrostatic loading. Underwater concrete construction; Hydraulic structures. Wall thickness = U,,„ in. Figure B-26. Idealized initial out-of-round shape for cylinders with n = AR„ = in. Wall Thickness = ta„a -0-08 in. Figure B-27. Idealized initial out-of-round shape for cylinders with n = 2. 75. 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 Haynes, H. H; Naval Construction Battalion Center (Port Hueneme, Calif. ). Civil Engineering Laboratory. Port Hueneme, Calif. : Naval Construction Battalion Center
Size: 1673px × 1493px
Photo credit: © Paul Fearn / Alamy / Afripics
License: Licensed
Model Released: No
Keywords: ., bookcentury1900, bookcollectionameri, bookcollectionbiodiversity
