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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... elevation under consideration , except for warehouses and tanks ; in these cases W shall equal the total dead load plus the total vertical design live load C = a dimensionless constant as shown in the following tabulation . Part or ...
... elevation under consideration , except for warehouses and tanks ; in these cases W shall equal the total dead load plus the total vertical design live load C = a dimensionless constant as shown in the following tabulation . Part or ...
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... elevation of the top of the crane rail . C. For a vertical wall subjected to water load , the Westergaard curve ... elevations , such as buildings with long wings and towers , should be avoided . Where such projections must be used , a ...
... elevation of the top of the crane rail . C. For a vertical wall subjected to water load , the Westergaard curve ... elevations , such as buildings with long wings and towers , should be avoided . Where such projections must be used , a ...
Page 6
... ELEVATION DISTRIBUTION OF WHEEL LOADS FOR DESIGN OF CULVE B. LOAD DISTRIBUTION a . Wheels resting directly on slab . ( 1 ) Spans under 12 feet E = 175S + 3.2 ; where E width of slab over which a wheel load is to be distributed and S ...
... ELEVATION DISTRIBUTION OF WHEEL LOADS FOR DESIGN OF CULVE B. LOAD DISTRIBUTION a . Wheels resting directly on slab . ( 1 ) Spans under 12 feet E = 175S + 3.2 ; where E width of slab over which a wheel load is to be distributed and S ...
Page 15
... Elevation Designations 4.17 4.18 Membrane Waterproofing Dampproofing of Walls REINFORCEMENT DETAILS 4.19 Standards 4.19A 4.19B 4.19C 4.19D Bent Bar Shapes 4.19E 4.19F Bend Radii 4.19G 4.19H Bar Spacings 4.19 - I 4.19J 4.19K 4.20 4.21 ...
... Elevation Designations 4.17 4.18 Membrane Waterproofing Dampproofing of Walls REINFORCEMENT DETAILS 4.19 Standards 4.19A 4.19B 4.19C 4.19D Bent Bar Shapes 4.19E 4.19F Bend Radii 4.19G 4.19H Bar Spacings 4.19 - I 4.19J 4.19K 4.20 4.21 ...
Page 2-47
... Elevation Designations Membrane Waterproofing Dampproofing of Walls REINFORCEMENT DETAILS 4.19 Standards 4.19A 4.19B 4.19C 4.19D Bent Bar Shapes 4.19E 4.19F Bend Radii 4.19G 4.19H Bar Spacings 4.19 - I 4.19J 4.19K 4.20 4.21 4.22 Grades ...
... Elevation Designations Membrane Waterproofing Dampproofing of Walls REINFORCEMENT DETAILS 4.19 Standards 4.19A 4.19B 4.19C 4.19D Bent Bar Shapes 4.19E 4.19F Bend Radii 4.19G 4.19H Bar Spacings 4.19 - I 4.19J 4.19K 4.20 4.21 4.22 Grades ...
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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...