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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... Weights of Building Materials 2.4 2a Minimum Uniformly Distributed Live Loads for Major Power Plants and Pumping Plants ... Weight of Crane Trolleys 2.7A 103 - D - 230 2.8 103 - D - 215 བ 7 6 Water Pressure on a Plane Vertical Surface ...
... Weights of Building Materials 2.4 2a Minimum Uniformly Distributed Live Loads for Major Power Plants and Pumping Plants ... Weight of Crane Trolleys 2.7A 103 - D - 230 2.8 103 - D - 215 བ 7 6 Water Pressure on a Plane Vertical Surface ...
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... weights of the materials composing the structure and its permanent fixtures . The approximate unit weights of mate- rials normally used in construction are shown in Figure 1. A specific check should be made as to the actual weight where ...
... weights of the materials composing the structure and its permanent fixtures . The approximate unit weights of mate- rials normally used in construction are shown in Figure 1. A specific check should be made as to the actual weight where ...
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... weights of equipment are furnished by the manufacturers . These estimated loads should be carefully checked by comparison ... ( weight including foundation pad , plus .8 LOADS ( Continued ) 2.7A impact ) , which Rel.39 2/12/51 Chap . 2 ...
... weights of equipment are furnished by the manufacturers . These estimated loads should be carefully checked by comparison ... ( weight including foundation pad , plus .8 LOADS ( Continued ) 2.7A impact ) , which Rel.39 2/12/51 Chap . 2 ...
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... weight of the trolley with full load . For prelimi- nary design the approximate weight of the trolley may be found from the curve shown in Figure 5. This weight added to the capacity of the main hook will give the weight of the trolley ...
... weight of the trolley with full load . For prelimi- nary design the approximate weight of the trolley may be found from the curve shown in Figure 5. This weight added to the capacity of the main hook will give the weight of the trolley ...
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... weight of switchyard equipment and towers , if any ) , should be applied at the tops of the columns . A. In determining the horizontal force to be resisted , the following formula shall be used : EARTH- QUAKE FORCES Horizontal Force ...
... weight of switchyard equipment and towers , if any ) , should be applied at the tops of the columns . A. In determining the horizontal force to be resisted , the following formula shall be used : EARTH- QUAKE FORCES Horizontal Force ...
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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...