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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... Lateral 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.
... Lateral 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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... Sheet Allowable Foundation Loadings 2.14 103 - D - 195 2.14 103 - D - 197 2.14 103 - D - 198 2.14 103 - D - 199 2.14 103 - D - 192 2.16 103 - D - 220 2.21 Pile Foundation -- Hinged Piles 2.22K 103 - D - 5 GENERAL 2.1 .1 .2 Data required ...
... Sheet Allowable Foundation Loadings 2.14 103 - D - 195 2.14 103 - D - 197 2.14 103 - D - 198 2.14 103 - D - 199 2.14 103 - D - 192 2.16 103 - D - 220 2.21 Pile Foundation -- Hinged Piles 2.22K 103 - D - 5 GENERAL 2.1 .1 .2 Data required ...
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... Lateral 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.
... Lateral 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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... Sheet , " by Edwin Rose , Bureau of Reclama- tion , in Transactions ASCE , Volume 112 , 1947 , page 871 . All structures should be designed to sustain any loads arising from hydrostatic pressure . Full consideration should be given to ...
... Sheet , " by Edwin Rose , Bureau of Reclama- tion , in Transactions ASCE , Volume 112 , 1947 , page 871 . All structures should be designed to sustain any loads arising from hydrostatic pressure . Full consideration should be given to ...
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... SHEET PILING .23 ( 2 ) Break the resultant for each condition into components , one parallel to each pile group . ( 3 ) With the bearing value of a pile known or assumed , divide each component by the bearing value to get the ...
... SHEET PILING .23 ( 2 ) Break the resultant for each condition into components , one parallel to each pile group . ( 3 ) With the bearing value of a pile known or assumed , divide each component by the bearing value to get the ...
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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...