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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Results 1-5 of 39
Page 1
... lengths of piles should be ascertained . Piles may be classified as column piles if they act as columns transferring the load by end bearing to rock or other hard substratum , as friction piles for their entire length , or as friction ...
... lengths of piles should be ascertained . Piles may be classified as column piles if they act as columns transferring the load by end bearing to rock or other hard substratum , as friction piles for their entire length , or as friction ...
Page 3
... example of the use of sheet piling to increase the length of percolation path under a structure founded on porous material . WEIGHTS OF BUILDING MATERIALS Fig . 1 Par . 2.4 Rel.39 2/12/51 Chap . 2 Structural Design Data Buildings.
... example of the use of sheet piling to increase the length of percolation path under a structure founded on porous material . WEIGHTS OF BUILDING MATERIALS Fig . 1 Par . 2.4 Rel.39 2/12/51 Chap . 2 Structural Design Data Buildings.
Page 6
... length . ( 2 ) Spans over 12 feet where N = total number of lanes ( @ 10 ' ) permissible on the bridge and W width of roadway c . In no case shall the total width of distribution exceed the total width of supporting slab . A. LOADING II ...
... length . ( 2 ) Spans over 12 feet where N = total number of lanes ( @ 10 ' ) permissible on the bridge and W width of roadway c . In no case shall the total width of distribution exceed the total width of supporting slab . A. LOADING II ...
Page 15
... Lengths of Members 3.4C Deflections 3.4D 3.4E 3.4F 3.5 3.6 3.6A 3.6B 3.6C 3.6D 3.6E 3.6F 3.7 3.8 3.9 3.9A 3.9B References 3.10 Preliminary Sizes Support of Roof Loads Final Analysis Continuous Slabs and Beams Rigid and Continuous Frames ...
... Lengths of Members 3.4C Deflections 3.4D 3.4E 3.4F 3.5 3.6 3.6A 3.6B 3.6C 3.6D 3.6E 3.6F 3.7 3.8 3.9 3.9A 3.9B References 3.10 Preliminary Sizes Support of Roof Loads Final Analysis Continuous Slabs and Beams Rigid and Continuous Frames ...
Page 15
... length of the building is so great that transverse expansion joints are required . In general , this type of plant has an expansion joint between each generating or pump unit . Typical major plants include Hoover , Shasta , Grand Coulee ...
... length of the building is so great that transverse expansion joints are required . In general , this type of plant has an expansion joint between each generating or pump unit . Typical major plants include Hoover , Shasta , Grand Coulee ...
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Common terms and phrases
ALL-AMERICAN CANAL anchor ANGLE OF REPOSE APPROVED Asphalt 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 expansion joints 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 RECOMMENDED 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 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...