Reclamation Manual: Design and construction, pt. 2. Engineering design: Design supplement no. 2: Treatise on dams; Design supplement no. 3: Canals and related structures; Design supplement no. 4: Power systems; Design supplement no. 5: Field installation procedures; Design supplement no. 7: Valves, gates, and steel conduits; Design supplement no. 8: Miscellaneous mechanical equipment and facilities; Design supplement no. 9: Buildings; Design supplement no. 10: Transmission structures; Design supplement no. 11: Railroads, highways, and camp facilities, Volume 10, Parts 1-6 |
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Page
... projects , or other suitable checks should be made as to the adequacy of the assumed data . Uniformly distributed and concentrated live loads are discussed in detail in Paragraphs 2.6 and 2.7 , respectively . In general , live loads on ...
... projects , or other suitable checks should be made as to the adequacy of the assumed data . Uniformly distributed and concentrated live loads are discussed in detail in Paragraphs 2.6 and 2.7 , respectively . In general , live loads on ...
Page 15
... project . The shortest penstocks possible , with- out excessive power plant excavation or loss of available power head , together with a suitable foundation for the structures , are among the features to be considered in the preparation ...
... project . The shortest penstocks possible , with- out excessive power plant excavation or loss of available power head , together with a suitable foundation for the structures , are among the features to be considered in the preparation ...
Page 15
... project and in the document called " Design- ers ' Operating Criteria , " that a print of this data drawing together with a print of the load setting - down or handling drawing , shall be framed in the crane cab . Other areas of the ...
... project and in the document called " Design- ers ' Operating Criteria , " that a print of this data drawing together with a print of the load setting - down or handling drawing , shall be framed in the crane cab . Other areas of the ...
Page 45
... PROJECT - MONTANA HUNGRY HORSE POWER PLANT BENDING DIAGRAMS FOR BX BARS DR ..- G.Z ... _ CK._DA_C .... APPD..ennst - DENVER COLORADO 3-10-50 447 - D - 838 7-1309-0 Rev. ( 9-50 ) Bureau of Reclamation GPO 82-8000327 Rel.39 2/12/51 ...
... PROJECT - MONTANA HUNGRY HORSE POWER PLANT BENDING DIAGRAMS FOR BX BARS DR ..- G.Z ... _ CK._DA_C .... APPD..ennst - DENVER COLORADO 3-10-50 447 - D - 838 7-1309-0 Rev. ( 9-50 ) Bureau of Reclamation GPO 82-8000327 Rel.39 2/12/51 ...
Page xvi
... PROJECT CALIFORNIA KENNETT DIVISION SHASTA POWER PLANT LIST OF STRUCTURAL DRAWINGS DRAWN ... M.E.W. TRACED M.DB CHECKED FEL UB SUBMITTED RECOMMENDED APPROVED . Schl Nhlalian Holder DENVLA , COLORADO FEB . 26 , 1940 214 - D - 4315 AWINGS ...
... PROJECT CALIFORNIA KENNETT DIVISION SHASTA POWER PLANT LIST OF STRUCTURAL DRAWINGS DRAWN ... M.E.W. TRACED M.DB CHECKED FEL UB SUBMITTED RECOMMENDED APPROVED . Schl Nhlalian Holder DENVLA , COLORADO FEB . 26 , 1940 214 - D - 4315 AWINGS ...
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Common terms and phrases
ALL-AMERICAN CANAL anchor Asphalt Asphalt seal base beams bending BILL OF MATERIAL bolts BUREAU OF RECLAMATION CABLE TRAY Chapter CHECKED CHIEF ENGINEER DENVER COLO COLORADO columns construction joints crane Data & Examples dead load dimensions DRAWN earthquake elevation embedded end anchorage equipment expansion joints FEET UNITED finish floor foot foundation frame girders GROOVE horizontal HUNGRY HORSE inches INTERIOR BUREAU joint filler Kips KORTES live load maximum Metal seal notes outline drawings Penstock pipe PLAN plants and pumping plaster Power Plants Data POWERHOUSE pumping plants rail RECLAMATION STANDARD DESIGNS reference drawings reinforcement drawings roofing rubber cement Rubber joint strip SCALE OF FEET SECTION A-A shear sheet shown in Figure spacing splices steel Structural Design Data SUBMITTED SURCHARGE surface temperature TERRAZZO thickness thru tion TRACED turbine Type TYPICAL unit stresses UNITED STATES DEPARTMENT walls water stops weight welds width
Popular passages
Page cxviii - Rivets and Bolts in Combination with Welds. In new work, rivets or bolts in combination with welds shall not be considered as sharing the stress, and welds shall be provided to carry the entire stress for which the connection is designed.
Page 12 - Material (tons per sg. ft.) 1 Massive bedrock without laminations, such as granite, diorite, and other granitic rocks; and also gneiss, trap rock...