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
... Door Openings in Concrete Walls 4.13 40 - D - 4728 Reinforcement Steel -- Spacing , Areas , Weights , and Perimeters 4.19H 103 - D - 183 14 15 16 4567 Example of Use of X Form 4.20 447 - D - 838 Example of Use of Bar Book Form ...
... Door Openings in Concrete Walls 4.13 40 - D - 4728 Reinforcement Steel -- Spacing , Areas , Weights , and Perimeters 4.19H 103 - D - 183 14 15 16 4567 Example of Use of X Form 4.20 447 - D - 838 Example of Use of Bar Book Form ...
Page 15
... doors . See Figure 12 for the sizes of concrete open- ings required for wood or metal doors and the location of such openings with reference to adjacent cross walls . .14 Structural drawings of lower floors , not shown in the set of ...
... doors . See Figure 12 for the sizes of concrete open- ings required for wood or metal doors and the location of such openings with reference to adjacent cross walls . .14 Structural drawings of lower floors , not shown in the set of ...
Page 45
... door heads and the under side of roof slabs and beams FLOOR DETAIL " C " Rel.71 10/10/51 TOREY REV . 1-3-51 REV . 9-14-51 UNITED STATES SUBMITTED . RECOMMENDE APPROVED A DENVER , COLO . , JAN.24 , '49 40 - D - 4699 Fig . 11 Par . 4.10 ...
... door heads and the under side of roof slabs and beams FLOOR DETAIL " C " Rel.71 10/10/51 TOREY REV . 1-3-51 REV . 9-14-51 UNITED STATES SUBMITTED . RECOMMENDE APPROVED A DENVER , COLO . , JAN.24 , '49 40 - D - 4699 Fig . 11 Par . 4.10 ...
Page 45
... door heads and the under side of roof slabs and beams FLOOR DETAIL " C " Rel.71 10/10/51 TR ... BE REV . 1-3-51 REV . 9-14-51 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION STANDARD DETAILS EXPANSION JOINT COVERS DRAWN ...
... door heads and the under side of roof slabs and beams FLOOR DETAIL " C " Rel.71 10/10/51 TR ... BE REV . 1-3-51 REV . 9-14-51 UNITED STATES DEPARTMENT OF THE INTERIOR BUREAU OF RECLAMATION STANDARD DETAILS EXPANSION JOINT COVERS DRAWN ...
Page 45
... DOOR OPENINGS IN CONCRETE WALLS Fig . 12 Par . Fig . 11 Par . 4.10 Plain base screed- Plaster . 0 : " x1 " Divided strip ; paint with aluminum paint . --Interior face with plaster Parting strip of # 24 gage black sheet steel ; joints ...
... DOOR OPENINGS IN CONCRETE WALLS Fig . 12 Par . Fig . 11 Par . 4.10 Plain base screed- Plaster . 0 : " x1 " Divided strip ; paint with aluminum paint . --Interior face with plaster Parting strip of # 24 gage black sheet steel ; joints ...
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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...