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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... assumed sizes of structure members by comparison of actual unit stresses with the maximum unit stresses permitted by codes , is the third step in design . It may be necessary to reproportion the members and repeat the previous steps ...
... assumed sizes of structure members by comparison of actual unit stresses with the maximum unit stresses permitted by codes , is the third step in design . It may be necessary to reproportion the members and repeat the previous steps ...
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... assumed data . Uniformly distributed and concentrated live loads are discussed in detail in Paragraphs 2.6 and 2.7 , respectively . In general , live loads on floors are to be provided for by assuming uniform loads per square foot of ...
... assumed data . Uniformly distributed and concentrated live loads are discussed in detail in Paragraphs 2.6 and 2.7 , respectively . In general , live loads on floors are to be provided for by assuming uniform loads per square foot of ...
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... assumed uniform live load for the floor , should be considered as part of the uniform live load . Heavier equipment loads should be specially analyzed , and may be distributed over an area larger than the base . The following methods ...
... assumed uniform live load for the floor , should be considered as part of the uniform live load . Heavier equipment loads should be specially analyzed , and may be distributed over an area larger than the base . The following methods ...
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... assumed to be a uniform vertical load applied over an entire area . A. B. Where snow is likely to occur in moderate climates , a minimum value of 25 pounds per square foot of horizontal surface should be used for all slopes up to 20 ...
... assumed to be a uniform vertical load applied over an entire area . A. B. Where snow is likely to occur in moderate climates , a minimum value of 25 pounds per square foot of horizontal surface should be used for all slopes up to 20 ...
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... assumed as follows : Temperature rise 300 F 50 ° F Temperature fall 400 F Moderate climate Cold climate 500 F The thermal coefficient of expansion for concrete should be assumed as 0.000,006 per OF . For moduli of elasticity , E , for ...
... assumed as follows : Temperature rise 300 F 50 ° F Temperature fall 400 F Moderate climate Cold climate 500 F The thermal coefficient of expansion for concrete should be assumed as 0.000,006 per OF . For moduli of elasticity , E , for ...
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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...