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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Page 15
... SUBMITTED TRACED CLA.R. , RECOMMENDED CHECKEDTEK APPROVED CHIEP ENGINEER DENVER , COLO . , APR.6,1949 103 - D - 5 Paragraph 3.1 3.2 3.2A 3.2B 3.3 BUREAU OF RECLAMATION MANUAL Rel.39 2/12/51 Chap . 2 Structural Design Data Buildings.
... SUBMITTED TRACED CLA.R. , RECOMMENDED CHECKEDTEK APPROVED CHIEP ENGINEER DENVER , COLO . , APR.6,1949 103 - D - 5 Paragraph 3.1 3.2 3.2A 3.2B 3.3 BUREAU OF RECLAMATION MANUAL Rel.39 2/12/51 Chap . 2 Structural Design Data Buildings.
Page 2-15
... G.A.R. , RECOMMENDED ? - CHECKED APPROVED mbele CHIEF ENGINEER DENVER , COLO . , APR.6,1949 103 - D - 5 Paragraph 3.1 3.2 3.2A 3.2B 3.3 BUREAU OF RECLAMATION MANUAL Rel.39 2/12/51 Chap . 2 Structural Design Data Buildings.
... G.A.R. , RECOMMENDED ? - CHECKED APPROVED mbele CHIEF ENGINEER DENVER , COLO . , APR.6,1949 103 - D - 5 Paragraph 3.1 3.2 3.2A 3.2B 3.3 BUREAU OF RECLAMATION MANUAL Rel.39 2/12/51 Chap . 2 Structural Design Data Buildings.
Page 15
... DENVER OFFICE STRESS TRACED ... CONCENTRATIONS IN CIRCULAR FILLETS DRAWN..G.N.Z . - R .... SUBMITTED . Brable . C.A.- H.S. .... RECOMMENDED . Magn . CHECKED..RB ... APPROVED . WHalder . DENVER , COLO . , MAY 21 , 1937 103 - D - 200 ...
... DENVER OFFICE STRESS TRACED ... CONCENTRATIONS IN CIRCULAR FILLETS DRAWN..G.N.Z . - R .... SUBMITTED . Brable . C.A.- H.S. .... RECOMMENDED . Magn . CHECKED..RB ... APPROVED . WHalder . DENVER , COLO . , MAY 21 , 1937 103 - D - 200 ...
Page 15
... DRAWN . ER - J.G.N . SUBMITTED TRACED V.M.M. RECOMMENDER CHECKEDER APPROVED dellan CHIEF ENG'R 103 - D - 3 DENVER , COLO , 3-23-49 Fig . 9 Par . 3.10 oke VALUES OF MAXIMUM Rel.39 2/12/51 Buildings Chap . 3 Concrete Design.
... DRAWN . ER - J.G.N . SUBMITTED TRACED V.M.M. RECOMMENDER CHECKEDER APPROVED dellan CHIEF ENG'R 103 - D - 3 DENVER , COLO , 3-23-49 Fig . 9 Par . 3.10 oke VALUES OF MAXIMUM Rel.39 2/12/51 Buildings Chap . 3 Concrete Design.
Page 15
... CIL SUBMITTED TRACED C.A.R. RECOMMENDEDntrolde CHECKED TR HB APPROVED Gille CHIEF ENG'R . DENVER , COLO . 3-30-49 40 - D - 4748 Fig . 12 Par . 3.11B TYPICAL REINFORCEMENT FOR STEEL Rel.39 2/12/51 Buildings Chap . 3 Concrete Design.
... CIL SUBMITTED TRACED C.A.R. RECOMMENDEDntrolde CHECKED TR HB APPROVED Gille CHIEF ENG'R . DENVER , COLO . 3-30-49 40 - D - 4748 Fig . 12 Par . 3.11B TYPICAL REINFORCEMENT FOR STEEL Rel.39 2/12/51 Buildings Chap . 3 Concrete Design.
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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...