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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... standards for concrete details , including a discussion of the drawings required in the design of major buildings . Chapter 5 presents standards for steel design and details as applied to buildings . Chapter 6 presents architectural details ...
... standards for concrete details , including a discussion of the drawings required in the design of major buildings . Chapter 5 presents standards for steel design and details as applied to buildings . Chapter 6 presents architectural details ...
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... TYPICAL REINFORCEMENT FOR CONCRETE TURBINE CASES UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION STANDARD DETAILS TYPICAL REINFORCEMENT FOR CONCRETE TURBINE CASES DRAWN - CIL SUBMITTED TRACED C.A.R. RECOMMENDEDntrolde ...
... TYPICAL REINFORCEMENT FOR CONCRETE TURBINE CASES UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION STANDARD DETAILS TYPICAL REINFORCEMENT FOR CONCRETE TURBINE CASES DRAWN - CIL SUBMITTED TRACED C.A.R. RECOMMENDEDntrolde ...
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... STANDARD DETAILS TYPICAL REINFORCEMENT FOR STEEL TURBINE CASES DRAWN EST.R.SUBMITTED-- TRACED.- H.S.P RECOMMENDED CHECKED T8 HB APPROVED EN Mebell CHIEF ENGR DENVER , COLO . 3-29-49 40 - D - 4747 1.0 12 CURVED BEAM STRESS STRAIGHT BEAM ...
... STANDARD DETAILS TYPICAL REINFORCEMENT FOR STEEL TURBINE CASES DRAWN EST.R.SUBMITTED-- TRACED.- H.S.P RECOMMENDED CHECKED T8 HB APPROVED EN Mebell CHIEF ENGR DENVER , COLO . 3-29-49 40 - D - 4747 1.0 12 CURVED BEAM STRESS STRAIGHT BEAM ...
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... 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 of Steel Standard Bar Sizes Lengths of Bars Structure Prefix Letters for Bent Bars ...
... 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 of Steel Standard Bar Sizes Lengths of Bars Structure Prefix Letters for Bent Bars ...
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... Details-- Clearances and Cover 4.20 7-1309D 4.19H 103 - D - 9 4.19 - I 103 - D - 143 4.19 - I 40 - D - 4751 21 30 2 ... Standard Details 4.23 40 - D - 4416 Beam Schedule 4.23 7-1313 29 Column Schedule 4.23 7-1314 Concrete Columns -- Standard ...
... Details-- Clearances and Cover 4.20 7-1309D 4.19H 103 - D - 9 4.19 - I 103 - D - 143 4.19 - I 40 - D - 4751 21 30 2 ... Standard Details 4.23 40 - D - 4416 Beam Schedule 4.23 7-1313 29 Column Schedule 4.23 7-1314 Concrete Columns -- Standard ...
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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...