 | United States. Bureau of Reclamation - Prineville Dam - 1963 - 202 pages
...Load on partial area, maximum 0.375 f c '=f c 750 938 1,125 i,405 •!(• Top bars are horizonte I bars so placed that more than 12 inches of concrete is cast in the member below the bar. In cose of uncertainties regarding classification of horizontal bars, use bond stress for top bars. *... | |
 | United States. Bureau of Reclamation - Sherman Dam - 1964 - 154 pages
...938 Load on partial area, maximum 0.375 f¿ = f c 750 938 1,125 I.4O5 -.'r Top bars ore horizonte I bars so placed that more than 12 inches of concrete...bars, use bond stress for top bars. * Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. 305(latest edition) ^n 15 12... | |
 | United States. Bureau of Reclamation - Hydraulic engineering - 1965 - 790 pages
...160 200 240 260 200 250 300 350 500 750 625 938 750 938 1,125 I.4O5 -:<• Top bars are horizonte I bars so placed that more than 12 inches of concrete...of horizontal bars, use bond stress for top bars. i Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. 305(latest... | |
 | United States. Bureau of Reclamation - Navajo Dam (N.M.) - 1966 - 241 pages
...500 625 750 875 Load on partial area, maximum 0.375 f¿> f c 750 940 1125 1310 •it- Top bars ore horizontal bars so placed that more than 12 inches of concrete is cost in the member below the bar. In cose of uncertainties regarding classification of horizontal bars,... | |
 | United States. Bureau of Reclamation - Arthur V. Watkins Dam (Utah) - 1967 - 238 pages
...maximum O.375 f¿= f e 75O 938 U25 1.405 -:<• Top bars are horizontal bars so placed that more than iz inches of concrete is cast in the member below the...bars, use bond stress for top bars. * Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. 3O5(latest edition) I" " 15... | |
 | United States. Bureau of Reclamation - Dams - 1968 - 580 pages
...938 Load on partial area, maximum 0.375 f¿= f c 750 938 1,125 1,405 •"f Top bars are horizonto I bars so placed that more than 12 inches of concrete...bars, use bond stress for top bars. * Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. 305(latest edition) '"n 15... | |
 | United States. Bureau of Reclamation - Hydraulic structures - 1970 - 248 pages
...750 938 Load on partial area, maximum 0.375f¿=f c 750 938 1,125 1,405 -,'f Top bars ore horizonte I bars so placed that more than 12 inches of concrete...bars, use bond stress for top bars. * Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. 305(latest edition) '"n 15... | |
 | United States. Bureau of Reclamation - East Canyon Dam - 1971 - 270 pages
...horiionto I bars so placed that more than 12 inches of concrete is cost in the member below the bar In cose of uncertainties regarding classification of horizontal...use bond stress for top bars. « Deformations for high-bond bars shall conform to the requirements of AS. TM Designation A 305(latest edition) ONSTANTS... | |
 | United States. Bureau of Reclamation - Reclamation of land - 1974 - 896 pages
...0 25 f¿= f c 500 625 750 938 Load on partial area, maximum 0.375 f¿= f c 75O 938 1,125 1.405 -:;- Top bars are horizontal bars so placed that more than...bars, use bond stress for top bars. * Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. 3051 latest edition) "~n 15... | |
 | United States. Bureau of Reclamation - Reclamation of land - 1974 - 730 pages
...-38 Loao on partial area, maximum .0.375 f¿=f c 750 938 1,125 I.ILS -.'r Top bars are horizonte I bars so placed that more than 12 inches of concrete...bars, use bond stress for top bars. * Deformations for high-bond bars shall conform to the requirements of ASTM Designation A. ¿05! lotest edition) REINFORCEMENT... | |
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Top bars are horizontal bars so placed that more than 12 inches of concrete is cast in the member below the bar. In case of uncertainties regarding classification of horizontal bars, use bond stress for top bars. * Deformations for high bond bars shall... 