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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... methods are applicable for such loads . A. The distribution of wheel loads to slabs , beams , and girders should be made in accordance with Division III , section 3 , of Standard Specifications for Highway Bridges , American Association ...
... methods are applicable for such loads . A. The distribution of wheel loads to slabs , beams , and girders should be made in accordance with Division III , section 3 , of Standard Specifications for Highway Bridges , American Association ...
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... methods of approxi- mating resulting wind pressures should be employed , model tests should be made , or both . Buildings located in regions subject to earthquakes should be designed to resist stresses produced by lateral forces which ...
... methods of approxi- mating resulting wind pressures should be employed , model tests should be made , or both . Buildings located in regions subject to earthquakes should be designed to resist stresses produced by lateral forces which ...
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... method for determining earth pressures on sloped and vertical walls . Figure 12 pro- vides a method for determining the load on pipes for different depths of fill . In the final design , full use should be made of field and laboratory ...
... method for determining earth pressures on sloped and vertical walls . Figure 12 pro- vides a method for determining the load on pipes for different depths of fill . In the final design , full use should be made of field and laboratory ...
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... method of operation of the plant . A. The settings for generators , motors , and synchronous condensers should be designed for braking torque , starting torque , full - load torque , short- circuit torque , or synchronizing torque , as ...
... method of operation of the plant . A. The settings for generators , motors , and synchronous condensers should be designed for braking torque , starting torque , full - load torque , short- circuit torque , or synchronizing torque , as ...
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... methods should be adopted as necessary to stop or control the flow in order to prevent disturbance of the bearing material . If such flow of water seriously impairs the structure of the bearing material , the allowable bearing value ...
... methods should be adopted as necessary to stop or control the flow in order to prevent disturbance of the bearing material . If such flow of water seriously impairs the structure of the bearing material , the allowable bearing value ...
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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...