Technical Record of Design and Construction: Flaming Gorge Dam and Powerplant, Constructed 1958-1964, Colorado River Storage Project, Utah |
From inside the book
Results 6-10 of 66
Page 37
... points of intersection of these horizontal and vertical elements . Because the required agreement of all defor- mations can best be obtained by assuming different distributions of load and computing the resulting movements until the ...
... points of intersection of these horizontal and vertical elements . Because the required agreement of all defor- mations can best be obtained by assuming different distributions of load and computing the resulting movements until the ...
Page 39
... points . These loads may be used to represent radial forces , tangential thrusts , or moments , depending on the adjustment under consideration . The unit cantilever loads are assumed to vary from a maximum at one arch elevation to zero ...
... points . These loads may be used to represent radial forces , tangential thrusts , or moments , depending on the adjustment under consideration . The unit cantilever loads are assumed to vary from a maximum at one arch elevation to zero ...
Page 42
... arch shear stress ( + ) Indicates downstream shear . ᄆ = Crown of arch . O = Intermediate arch points . All stresses are in pounds per square inch . + = Compression ; · = Tension . ELEVATION ELEVATION 5820 5760 Un + 137 Dot 224 Us + 42 ...
... arch shear stress ( + ) Indicates downstream shear . ᄆ = Crown of arch . O = Intermediate arch points . All stresses are in pounds per square inch . + = Compression ; · = Tension . ELEVATION ELEVATION 5820 5760 Un + 137 Dot 224 Us + 42 ...
Page 47
... point of header to downstream face , grouting shaft or gallery . Otherwise raise header until self draining and grout below header by separate system . -Rubber waterstops EXPLANATION Supply , header , and return . Riser .. Vent and vent ...
... point of header to downstream face , grouting shaft or gallery . Otherwise raise header until self draining and grout below header by separate system . -Rubber waterstops EXPLANATION Supply , header , and return . Riser .. Vent and vent ...
Page 54
... points for the lengths between contraction joints . For the length of the dam traversed by the gantry crane , the cantilevers were designed for the wheel loadings of the 70 - ton gantry crane ( downstream loading 65 , 250 pounds for ...
... points for the lengths between contraction joints . For the length of the dam traversed by the gantry crane , the cantilevers were designed for the wheel loadings of the 70 - ton gantry crane ( downstream loading 65 , 250 pounds for ...
Contents
1 | |
11 | |
29 | |
37 | |
38 | |
43 | |
55 | |
57 | |
73 | |
83 | |
86 | |
91 | |
97 | |
113 | |
115 | |
121 | |
129 | |
135 | |
143 | |
151 | |
163 | |
166 | |
173 | |
175 | |
180 | |
181 | |
183 | |
186 | |
190 | |
194 | |
199 | |
200 | |
210 | |
211 | |
212 | |
222 | |
231 | |
233 | |
297 | |
303 | |
306 | |
313 | |
320 | |
326 | |
337 | |
345 | |
349 | |
352 | |
356 | |
362 | |
366 | |
369 | |
376 | |
382 | |
383 | |
389 | |
396 | |
399 | |
406 | |
410 | |
427 | |
431 | |
433 | |
439 | |
446 | |
472 | |
501 | |
Other editions - View all
Common terms and phrases
Adit anchor bars arch blockout BUREAU OF RECLAMATION cable cantilever COLORADO RIVER STORAGE concrete Conduit construction Contraction joint crane crest DENVER designed DETAIL diversion tunnel downstream face drain drainage basin drainage holes drilled Elevator tower excavation expansion joint face of dam feet Figure Filling line FLAMING GORGE DAM FOUNDATION GALLERY GORGE UNIT Green River grouting header hoist structure hollow-jet valve horizontal installed INTERIOR BUREAU load located maximum operation outlet pipes Penstock piston PLAN plone pounds per square powerplant PROJECT GREEN DIV-FLAMING pumps reading station RECLAMATION COLORADO RIVER REFERENCE DRAWINGS reinforcement relief valve reservoir reservoir water resistance thermometers river outlets RIVER STORAGE PROJECT rock rubber joint filler seal SECTION A-A shale shale zones shown Slope spillway Sponge rubber joint square inch steel STORAGE PROJECT GREEN strain meter strainmeters stresses surface switchyard temperature thermometer trashrack structure tubing UNITED STATES DEPARTMENT upstream face vent vertical
Popular passages
Page 181 - I 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 conform to the requirements of ASTM Designation A. 305(latest edition) '"n 15 12 10 8
Page 181 - REINFORCEMENT k 0.40 0.40 0.40 0.40 ^R 157 196 235 294 WORKING STRESSES FOR REINFORCEMENT Tension in flexural members with or without axial loads. Intermediate and hard-grade steel f, 20,000 Tension in *eb reinforcement Intermediate grade steel f s 16,000 Compression in column verticals and flexural members (Intermediate grade steel)
Page 333 - the type and size or capacity of a particular make and model of equipment were not stated in the original report, these have been obtained from current construction equipment catalogs. As specifications for a particular model may vary from year to year, some minor discrepancies may exist between the reported size or capacity and that of the equipment actually used.
Page 437 - Where the type and size or capacity of a particular make and model of equipment were not stated in the original report, these have been obtained from current construction equipment catalogs. As specifications for a particular model may vary from year to year, some minor discrepancies may exist between the reported size or capacity and that of the equipment actually used.
Page 404 - _l/Where the type and size or capacity of a particular make and model of equipment were not stated in the original report, these have been obtained from current construction equipment catalogs. As specifications for a particular model may vary from year to year, some minor discrepancies may exist between the reported size or capacity and that of the equipment actually used.
Page 230 - combinations of these stresses were increased according to the Navy standard noted. A factor of safety of not less than 5, based on the ultimate strength of the material and rated capacity of the crane, was used in the design of all mechanical parts.
Page 99 - 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 was also assumed to act as a haunched continuous beam with the supports on the
Page 134 - Material Steel Bolt steel Cast steel Brass or bronze Type Rolled or forged Rolled or forged Castings Rolled or cast Percent of yield point 40 25 33 33 Percent of ultimate strength 25 16.5 20