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 2
... bending stresses in the piles . Reference 7 gives the following test results for timber and concrete piles driven in medium sand at Alton , Illinois : Lateral Resistance of Piles Pene- Type of piling tration , Size , Safe bearing ...
... bending stresses in the piles . Reference 7 gives the following test results for timber and concrete piles driven in medium sand at Alton , Illinois : Lateral Resistance of Piles Pene- Type of piling tration , Size , Safe bearing ...
Page 3
... bending in all of the piles . L. Reference is made to the following publications for further information on piles and pile driving . 1. Vetter , C. P. , " Design of Pile Foundation " -- Bureau of Reclamation Technical Memorandum No. 531 ...
... bending in all of the piles . L. Reference is made to the following publications for further information on piles and pile driving . 1. Vetter , C. P. , " Design of Pile Foundation " -- Bureau of Reclamation Technical Memorandum No. 531 ...
Page 15
... bending , shear , and thrust at critical sections of the frame . The basic assumptions , in general , follow those given in the Joint Committee Specifications ( see Chapter 1 , General Structural Design Procedures and Standards ) ...
... bending , shear , and thrust at critical sections of the frame . The basic assumptions , in general , follow those given in the Joint Committee Specifications ( see Chapter 1 , General Structural Design Procedures and Standards ) ...
Page 15
... bending moments and W / 2 for shear at supports , provide a basis for preliminary design . Beam widths established in this manner set a mini – mum width for adjoining columns . A rough check of the preliminary design for bending and ...
... bending moments and W / 2 for shear at supports , provide a basis for preliminary design . Beam widths established in this manner set a mini – mum width for adjoining columns . A rough check of the preliminary design for bending and ...
Page 15
... Bending moment coefficients for beams with various degrees of fixity aid in establishing preliminary sizes of beams and slabs before the more thorough frame analysis and final design is prepared . For design of reinforced - concrete ...
... Bending moment coefficients for beams with various degrees of fixity aid in establishing preliminary sizes of beams and slabs before the more thorough frame analysis and final design is prepared . For design of reinforced - concrete ...
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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...