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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... Analysis 2.20A Sliding 2.20B Uplift 2.20C 2.21 2.21A Overturning Foundation Loadings Allowable Bearing Values 2.21A ( 1 ) Material Classes 1 to 3 2.21A ( 2 ) Material Classes 4 to 9 2.21A ( 3 ) 2.21A ( 4 ) 2.21A ( Rel.39 2/12/51 UNITED ...
... Analysis 2.20A Sliding 2.20B Uplift 2.20C 2.21 2.21A Overturning Foundation Loadings Allowable Bearing Values 2.21A ( 1 ) Material Classes 1 to 3 2.21A ( 2 ) Material Classes 4 to 9 2.21A ( 3 ) 2.21A ( 4 ) 2.21A ( Rel.39 2/12/51 UNITED ...
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... Resistance of Piles Pile Foundations -- General Considerations Pile Foundations -- Detailed Analysis References Sheet Piling BUREAU OF RECLAMATION MANUAL BUILDINGS Chapter 2 Structural Design Data Rel.39 2/12/51 Paragraph.
... Resistance of Piles Pile Foundations -- General Considerations Pile Foundations -- Detailed Analysis References Sheet Piling BUREAU OF RECLAMATION MANUAL BUILDINGS Chapter 2 Structural Design Data Rel.39 2/12/51 Paragraph.
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... Resistance of Piles Pile Foundations -- General Considerations Pile Foundations -- Detailed Analysis References Sheet Piling BUREAU OF RECLAMATION MANUAL BUILDINGS Chapter 2 Structural Design Data Rel.39 2/12/51 Paragraph.
... Resistance of Piles Pile Foundations -- General Considerations Pile Foundations -- Detailed Analysis References Sheet Piling BUREAU OF RECLAMATION MANUAL BUILDINGS Chapter 2 Structural Design Data Rel.39 2/12/51 Paragraph.
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... 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 . Conformance with local building codes , where appli- cable , is ...
... 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 . Conformance with local building codes , where appli- cable , is ...
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... - NEOUS & SPECIAL LOADS Torsional Loads Other Loads Vertical Hydraulic Loads Other Hydraulic Loads Deflection Loads 2.20 STABILITY ANALYSIS .20 Sliding LOADS ( Continued ) produced Rel.39 2/12/51 Buildings Chap . 2 Structural Design Data.
... - NEOUS & SPECIAL LOADS Torsional Loads Other Loads Vertical Hydraulic Loads Other Hydraulic Loads Deflection Loads 2.20 STABILITY ANALYSIS .20 Sliding LOADS ( Continued ) produced Rel.39 2/12/51 Buildings Chap . 2 Structural Design Data.
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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...