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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... determined by the engineer responsible for the design or procurement of the particular feature in question . Live loads consist of the weight of machinery , equipment , stored materials , persons or other moving objects , cranes or ...
... determined by the engineer responsible for the design or procurement of the particular feature in question . Live loads consist of the weight of machinery , equipment , stored materials , persons or other moving objects , cranes or ...
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... determining these values . For powerhouses , which are of a permanent character and ordinarily carry relatively high ... determine which equipment loads may be disregarded as being amply provided for in the uniform loading and which ones ...
... determining these values . For powerhouses , which are of a permanent character and ordinarily carry relatively high ... determine which equipment loads may be disregarded as being amply provided for in the uniform loading and which ones ...
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... determination on the basis of previous exper- ience . In all cases the structural design should be checked after the final drawings and loadings are available from the crane manufacturer . For buildings of monolithic concrete ...
... determination on the basis of previous exper- ience . In all cases the structural design should be checked after the final drawings and loadings are available from the crane manufacturer . For buildings of monolithic concrete ...
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... determined by the following formula : where N = 60 sin a 1 + sin2 a N = pressure normal to the sloping surface , in psf , and a = angle of inclination of the surface with the horizontal , in degrees . * See note at foot of table ...
... determined by the following formula : where N = 60 sin a 1 + sin2 a N = pressure normal to the sloping surface , in psf , and a = angle of inclination of the surface with the horizontal , in degrees . * See note at foot of table ...
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... determining the horizontal force to be resisted , the following formula shall be used : EARTH- QUAKE FORCES Horizontal Force Factors F = CW of building Zone 1 On rock or soil .03 Structure as over 2,000 psf where F = the horizontal ...
... determining the horizontal force to be resisted , the following formula shall be used : EARTH- QUAKE FORCES Horizontal Force Factors F = CW of building Zone 1 On rock or soil .03 Structure as over 2,000 psf where F = the horizontal ...
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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...