 | United States. Bureau of Reclamation - Twin Buttes Dam - 1964 - 258 pages
...pounds per square inch tension and 14,000 pounds per square inch compression, and web shear to 9, 500 pounds per square inch. A portion of the skinplate...considered to be an integral part of the upstream beam flange. The skinplate was assumed to act as a continuous beam with haunches (beam flanges) supported... | |
 | United States. Bureau of Reclamation - Hydraulic engineering - 1965 - 790 pages
...inch tension, 14, 000 pounds per square inch compression, and 9, 500 pounds per square inch web shear. A portion of the skinplate was considered to be an integral part of the upstream beam flange. The skinplate was assumed to act as a continuous beam with haunches (beam flanges) supported... | |
 | United States. Bureau of Reclamation - Navajo Dam (N.M.) - 1966 - 241 pages
...Combined stresses in the skinplate due to beam bending and skinplate bending were limited to 20, 000 pounds per square inch. A portion of the skinplate...haunched continuous beam with the supports on the center line of the webs. The stresses in the tracks and wheels were investigated by a method of calculating... | |
 | United States. Bureau of Reclamation - Reclamation of land - 1974 - 644 pages
...and vertical beams was limited to 20,000-psi tension and compression with web shear limited to 13,000 pounds per square inch. Equivalent stress in the skinplate...skinplate was considered to be an integral part of the downstream beam flanges. The skinplate was also assumed to act as a haunched continuous beam with... | |
 | United States. Bureau of Reclamation - Dams - 1975 - 744 pages
...limited to 18,000 pounds per square inch tension and compression, with web shear limited to 11,000 pounds per square inch. Equivalent stress in the skinplate...inch. A portion of the skinplate was considered to act as the downstream beam flanges, and the bending moments were obtained by moment distribution. Welds... | |
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pounds per square inch. Equivalent stress in the skinplate due to beam bending and skinplate bending was limited to 20,000 pounds per square inch. A portion of the skinplate was considered to be an integral part of the upstream beam flanges. The skinplate... 