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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... shown in Figure 1. A specific check should be made as to the actual weight where a variation might affect the ade- quacy of the design , or in cases where the construction may vary from the normal practice . The dead load due to ...
... shown in Figure 1. A specific check should be made as to the actual weight where a variation might affect the ade- quacy of the design , or in cases where the construction may vary from the normal practice . The dead load due to ...
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... shown in Figure 2b . The values given , however , should be subjected to careful check and such modification as is necessary to suit the individual requirements of the structure being considered . Minimum uniformly distributed live ...
... shown in Figure 2b . The values given , however , should be subjected to careful check and such modification as is necessary to suit the individual requirements of the structure being considered . Minimum uniformly distributed live ...
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... shown in " Crane Engineering , " by the Whiting Corporation . For cranes of more than 125 - ton capacity , the prelimi- nary design loads require special determination on the basis of previous exper- ience . In all cases the structural ...
... shown in " Crane Engineering , " by the Whiting Corporation . For cranes of more than 125 - ton capacity , the prelimi- nary design loads require special determination on the basis of previous exper- ience . In all cases the structural ...
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... shown in the following tabulation . Part or portion Direction of force Any direction horizontally Value of C Zone 2 Zone 3 .07 .15 a whole and every por- tion not itemized safe bearing pressure On piles or .05 .10 20 soil less than Any ...
... shown in the following tabulation . Part or portion Direction of force Any direction horizontally Value of C Zone 2 Zone 3 .07 .15 a whole and every por- tion not itemized safe bearing pressure On piles or .05 .10 20 soil less than Any ...
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... shown in Figure 6 provides a method for determining the hydrodynamic effect of a horizontal earthquake shock . The effect of a vertical earthquake acceleration on the water pressure may be considered as a direct change in the density of ...
... shown in Figure 6 provides a method for determining the hydrodynamic effect of a horizontal earthquake shock . The effect of a vertical earthquake acceleration on the water pressure may be considered as a direct change in the density of ...
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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...