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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... listed below . Where two design specifications are cited for a given subject , the first one listed should gener- ally be followed , but the second may be used in certain cases not covered by the first . A. Concrete : " Recommended ...
... listed below . Where two design specifications are cited for a given subject , the first one listed should gener- ally be followed , but the second may be used in certain cases not covered by the first . A. Concrete : " Recommended ...
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... listed above , such exception should be taken up with the Chief Engineer for a ruling which will be made known to all design heads so that uniformity in design may be attained . Paragraph 2.1 2.2 BUREAU OF RECLAMATION MANUAL BUILDINGS ...
... listed above , such exception should be taken up with the Chief Engineer for a ruling which will be made known to all design heads so that uniformity in design may be attained . Paragraph 2.1 2.2 BUREAU OF RECLAMATION MANUAL BUILDINGS ...
Page 15
... listed above use " Navy Departments Stand- ard of Design for Concrete " FORMERLY X - D - 2512 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION DENVER OFFICE fc = 750 fc = 1125 .fc = 750 fs = 20,000 .fs = 16,000 WORKING ...
... listed above use " Navy Departments Stand- ard of Design for Concrete " FORMERLY X - D - 2512 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION DENVER OFFICE fc = 750 fc = 1125 .fc = 750 fs = 20,000 .fs = 16,000 WORKING ...
Page 15
... listed above , use " Standards of Design for Concrete " No. 3 YB by U. S. Navy Department , Bureau of Yords and Docks . REV . & RETR . 8-10-48 REDRAWN - 4-2-47 9-18-44 - G.T.M. - S . J. WORKING STRESS FOR CONCRETE FORMERLY X - D - 3595 ...
... listed above , use " Standards of Design for Concrete " No. 3 YB by U. S. Navy Department , Bureau of Yords and Docks . REV . & RETR . 8-10-48 REDRAWN - 4-2-47 9-18-44 - G.T.M. - S . J. WORKING STRESS FOR CONCRETE FORMERLY X - D - 3595 ...
Page 15
... of Bars Insulation Bar Books Listing and Billing of Reinforcement Walls and Wall Openings 4.23 Slabs , Beams , and Columns BUREAU OF RECLAMATION MANUAL BUILDINGS Chapter 4 Concrete Details LIST Rel.39 2/12/51 Paragraph.
... of Bars Insulation Bar Books Listing and Billing of Reinforcement Walls and Wall Openings 4.23 Slabs , Beams , and Columns BUREAU OF RECLAMATION MANUAL BUILDINGS Chapter 4 Concrete Details LIST Rel.39 2/12/51 Paragraph.
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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...