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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... typical allowable design loads , and data for the stability analysis of foundations . Each structure has its own special con- ditions of loading and foundation support , which may require variations from the typical values given ...
... typical allowable design loads , and data for the stability analysis of foundations . Each structure has its own special con- ditions of loading and foundation support , which may require variations from the typical values given ...
Page 15
... Typical Frames Methods of Analysis Sidesway -- Major Structures Sidesway -- Minor Structures Sidesway -- Special Cases Load Combinations Building Walls Retaining Walls Mat Foundations Slabs on Elastic Foundations Footings 3.11 Special ...
... Typical Frames Methods of Analysis Sidesway -- Major Structures Sidesway -- Minor Structures Sidesway -- Special Cases Load Combinations Building Walls Retaining Walls Mat Foundations Slabs on Elastic Foundations Footings 3.11 Special ...
Page 15
... Typical Reinforcement for Concrete Turbine Cases 3.11A 40 - D - 4748 13 14 15 16 23456 12 Typical Reinforcement for Steel Turbine Cases Curved Reinforced Concrete Beams 3.11B 40 - D - 4747 3.14A 103 - D - 232 Curved Reinforced Concrete ...
... Typical Reinforcement for Concrete Turbine Cases 3.11A 40 - D - 4748 13 14 15 16 23456 12 Typical Reinforcement for Steel Turbine Cases Curved Reinforced Concrete Beams 3.11B 40 - D - 4747 3.14A 103 - D - 232 Curved Reinforced Concrete ...
Page 15
... Typical major plants include Hoover , Shasta , Grand Coulee , and Hungry Horse power plants , and Grand Coulee and Tracy pumping plants . B. If the length of the plant is not more than approximately 150 feet , no transverse expansion ...
... Typical major plants include Hoover , Shasta , Grand Coulee , and Hungry Horse power plants , and Grand Coulee and Tracy pumping plants . B. If the length of the plant is not more than approximately 150 feet , no transverse expansion ...
Page 15
... typical loadings . Technical Memorandum No. 637 presents the moment distribution method as applied to concrete buildings including torsional problems . Technical Memorandum No. 633 Final Analysis CONTINUOUS SLABS & BEAMS RIGID ...
... typical loadings . Technical Memorandum No. 637 presents the moment distribution method as applied to concrete buildings including torsional problems . Technical Memorandum No. 633 Final Analysis CONTINUOUS SLABS & BEAMS RIGID ...
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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...