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 |
From inside the book
Results 6-10 of 23
Page 2
... method for carrying large horizontal forces to the foundation material is by use of batter piles . K. A method of analysis for pile foundations is given Reference 1 , a brief explanation of which follows . The method is for foundations ...
... method for carrying large horizontal forces to the foundation material is by use of batter piles . K. A method of analysis for pile foundations is given Reference 1 , a brief explanation of which follows . The method is for foundations ...
Page 3
... methods and scaled dimensions are satisfactory for this analysis as there are so many indeterminates that great refinement in calculations is not necessary . ( 9 ) If horizontal forces are so great that an excessive number of batter ...
... methods and scaled dimensions are satisfactory for this analysis as there are so many indeterminates that great refinement in calculations is not necessary . ( 9 ) If horizontal forces are so great that an excessive number of batter ...
Page 15
... Methods and Assumptions 3.4A Moments of Inertia 3.4B Lengths of Members 3.4C Deflections 3.4D 3.4E 3.4F 3.5 3.6 3.6A 3.6B 3.6C 3.6D 3.6E 3.6F 3.7 3.8 3.9 3.9A 3.9B References 3.10 Preliminary Sizes Support of Roof Loads Final Analysis ...
... Methods and Assumptions 3.4A Moments of Inertia 3.4B Lengths of Members 3.4C Deflections 3.4D 3.4E 3.4F 3.5 3.6 3.6A 3.6B 3.6C 3.6D 3.6E 3.6F 3.7 3.8 3.9 3.9A 3.9B References 3.10 Preliminary Sizes Support of Roof Loads Final Analysis ...
Page 15
... METHODS & ASSUMP- TIONS Moments of Inertia Lengths of Members 3.4C Deflections C. Preliminary Sizes D. STRUCTURAL ANALYSIS ( Continued Rel.39 2/12/51 Buildings Chap . 3 Concrete Design General Structural Design Procedures and Standards.
... METHODS & ASSUMP- TIONS Moments of Inertia Lengths of Members 3.4C Deflections C. Preliminary Sizes D. STRUCTURAL ANALYSIS ( Continued Rel.39 2/12/51 Buildings Chap . 3 Concrete Design General Structural Design Procedures and Standards.
Page 15
... method as applied to concrete buildings including torsional problems . Technical Memorandum No. 633 Final Analysis CONTINUOUS SLABS & BEAMS RIGID & CONTINUOUS FRAMES Typical Frames Methods of Analysis 3.6C Sidesway-- Major Structures ...
... method as applied to concrete buildings including torsional problems . Technical Memorandum No. 633 Final Analysis CONTINUOUS SLABS & BEAMS RIGID & CONTINUOUS FRAMES Typical Frames Methods of Analysis 3.6C Sidesway-- Major Structures ...
Other editions - View all
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...