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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... Joint Committee , ASCE , on standard specifications for concrete and reinforced concrete , June 1940 . " Standards of Design for Concrete , " Bulletin No. 3Yb , United States Navy Department , Bureau of Yards and Docks . " Concrete ...
... Joint Committee , ASCE , on standard specifications for concrete and reinforced concrete , June 1940 . " Standards of Design for Concrete , " Bulletin No. 3Yb , United States Navy Department , Bureau of Yards and Docks . " Concrete ...
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... joint study of the nature of the load distribution , possible con- centrated loads , vibration and impact , and related features such as erection and the provision of necessary floor and aisle space . In most cases it will be necessary ...
... joint study of the nature of the load distribution , possible con- centrated loads , vibration and impact , and related features such as erection and the provision of necessary floor and aisle space . In most cases it will be necessary ...
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... joints should be made for stresses or movements resulting from variations in temperature and from shrinkage . The rise and fall in temperature should be determined for the locality in which the structure is to be located on the basis of ...
... joints should be made for stresses or movements resulting from variations in temperature and from shrinkage . The rise and fall in temperature should be determined for the locality in which the structure is to be located on the basis of ...
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... joints , the uplift assumptions , and any other principal factors entering into the calculation of the stability analysis as a whole . A. The following coefficients of friction between concrete and various foundation materials should be ...
... joints , the uplift assumptions , and any other principal factors entering into the calculation of the stability analysis as a whole . A. The following coefficients of friction between concrete and various foundation materials should be ...
Page 15
... joints are required . In general , this type of plant has an expansion joint between each generating or pump unit . Typical major plants include Hoover , Shasta , Grand Coulee , and Hungry Horse power plants , and Grand Coulee and Tracy ...
... joints are required . In general , this type of plant has an expansion joint between each generating or pump unit . Typical major plants include Hoover , Shasta , Grand Coulee , and Hungry Horse power plants , and Grand Coulee and Tracy ...
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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...