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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... joints should be made for stresses or movements resulting from variations in temperature and from shrinkage . The ... expansion for concrete should be assumed as 0.000,006 per OF . For moduli of elasticity , E , for concretes of various ...
... joints should be made for stresses or movements resulting from variations in temperature and from shrinkage . The ... expansion for concrete should be assumed as 0.000,006 per OF . For moduli of elasticity , E , for concretes of various ...
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... expansion joints , and should be determined from the layout . Forces introduced by the operation of butterfly valves , and their point of application , depend on whether a vertical- or horizontal - shaft valve is used . Other types of ...
... expansion joints , and should be determined from the layout . Forces introduced by the operation of butterfly valves , and their point of application , depend on whether a vertical- or horizontal - shaft valve is used . Other types of ...
Page 15
... expansion 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 ...
... expansion 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 ...
Page 15
... Joint Committee Specifications ( see Chapter 1 ) and Figure 4. Where necessary , the more exact methods of analysis now ... expansion joints , will act as a monolith and should be designed as a continuous structure . While the complete ...
... Joint Committee Specifications ( see Chapter 1 ) and Figure 4. Where necessary , the more exact methods of analysis now ... expansion joints , will act as a monolith and should be designed as a continuous structure . While the complete ...
Page 15
... expansion joints between units , or any other plant where there are no end walls to resist deflection due to lateral loads , the structural frame will deflect under lateral loads or under vertical loads on an unsymmetrical frame . This ...
... expansion joints between units , or any other plant where there are no end walls to resist deflection due to lateral loads , the structural frame will deflect under lateral loads or under vertical loads on an unsymmetrical frame . This ...
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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...