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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... indicate also the principal features of the proposed design . The basic structural designs should be prepared and arranged in such complete form that all questions regarding the basic struc- tural design and the adequacy of the proposed ...
... indicate also the principal features of the proposed design . The basic structural designs should be prepared and arranged in such complete form that all questions regarding the basic struc- tural design and the adequacy of the proposed ...
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... indicated in the table below : Number of floors carried by column 1 2 3 123456 Proportion of live load on column 1.00 0.95 0.90 0.85 0.80 0.75 Minor Buildings Major Buildings CONCEN- TRATED LIVE LOADS .7 B. C. 4 6 and over Minimum ...
... indicated in the table below : Number of floors carried by column 1 2 3 123456 Proportion of live load on column 1.00 0.95 0.90 0.85 0.80 0.75 Minor Buildings Major Buildings CONCEN- TRATED LIVE LOADS .7 B. C. 4 6 and over Minimum ...
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... indicated in the following tabulation : CONCEN- TRATED LIVE LOADS ( Cont . ) CRANE LOADS Crane capacity-- Hook load in tons 28 or less 29 to 45 46 to 80 81 and over CRANE IMPACT LOADS Percent of wheel load 18 15 12 10 .9 The lateral ...
... indicated in the following tabulation : CONCEN- TRATED LIVE LOADS ( Cont . ) CRANE LOADS Crane capacity-- Hook load in tons 28 or less 29 to 45 46 to 80 81 and over CRANE IMPACT LOADS Percent of wheel load 18 15 12 10 .9 The lateral ...
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... indicated in Bureau of Reclamation Technical Memorandum No. 600 . For pressures due to ice see Figure 13. Reference is made to the paper " Thrust Exerted by Expanding Ice Sheet , " by Edwin Rose , Bureau of Reclama- tion , in ...
... indicated in Bureau of Reclamation Technical Memorandum No. 600 . For pressures due to ice see Figure 13. Reference is made to the paper " Thrust Exerted by Expanding Ice Sheet , " by Edwin Rose , Bureau of Reclama- tion , in ...
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... indicate values ranging from 21 psi for con- crete placed in water to 96 psi for concrete placed in the dry ; but long- time results may be considerably less due to shrinkage of the wood or softening of the wood if submerged in water ...
... indicate values ranging from 21 psi for con- crete placed in water to 96 psi for concrete placed in the dry ; but long- time results may be considerably less due to shrinkage of the wood or softening of the wood if submerged in water ...
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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...