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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... Temperature Temperature Reinforcement Ice Pressures Hydrostatic Pressure Hydrostatic Uplift Miscellaneous and Special Loads Torsional Loads Vertical Hydraulic Loads Deflection Loads FOUNDATIONS 2.20 Stability Analysis 2.20A Sliding 2.20 ...
... Temperature Temperature Reinforcement Ice Pressures Hydrostatic Pressure Hydrostatic Uplift Miscellaneous and Special Loads Torsional Loads Vertical Hydraulic Loads Deflection Loads FOUNDATIONS 2.20 Stability Analysis 2.20A Sliding 2.20 ...
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... temperature and from shrinkage . The rise and fall in temperature should be determined for the locality in which the structure is to be located on the basis of long - time temperature records . Due consideration should be given to the ...
... temperature and from shrinkage . The rise and fall in temperature should be determined for the locality in which the structure is to be located on the basis of long - time temperature records . Due consideration should be given to the ...
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... Temperature reinforcement in slabs should be provided as specified in the above reference . For temperature reinforcement in walls see Para- graph 4.22 of Chapter 4 , Concrete Details . Thermal stresses in concrete blocks subjected to ...
... Temperature reinforcement in slabs should be provided as specified in the above reference . For temperature reinforcement in walls see Para- graph 4.22 of Chapter 4 , Concrete Details . Thermal stresses in concrete blocks subjected to ...
Page 13
... TEMPERATURE RISE PER HOUR ( DEGREES F. ) N 10 ∞ ❤ 4,0 ICE THICKNESS IN FEET 1.0 1,000 Estimated curve from data in ... TEMPERATURE RISE OF ICE . A B СА В Rate of air temperature rise A 5 degrees F. per hour B 10 degrees F. per hour C ...
... TEMPERATURE RISE PER HOUR ( DEGREES F. ) N 10 ∞ ❤ 4,0 ICE THICKNESS IN FEET 1.0 1,000 Estimated curve from data in ... TEMPERATURE RISE OF ICE . A B СА В Rate of air temperature rise A 5 degrees F. per hour B 10 degrees F. per hour C ...
Page 15
... temperature reinforcement and good reinforcement details . STRUCTURAL ANALYSIS .4 Practically all reinforced - concrete buildings constructed by the Bureau are designed as elastic - framed structures with consideration of the continuity ...
... temperature reinforcement and good reinforcement details . STRUCTURAL ANALYSIS .4 Practically all reinforced - concrete buildings constructed by the Bureau are designed as elastic - framed structures with consideration of the continuity ...
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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...