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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... Surface During an Earthquake Seismic Probability Map of the United States 2.13C 103 - D - 216 2.13A ܗܣ 8 9 010 11 12 13 14 15 2345 Resulting Pressures -- Sloped Walls Earth Pressure and Moment Curves-- Vertical Wall with Surcharge 1-1 ...
... Surface During an Earthquake Seismic Probability Map of the United States 2.13C 103 - D - 216 2.13A ܗܣ 8 9 010 11 12 13 14 15 2345 Resulting Pressures -- Sloped Walls Earth Pressure and Moment Curves-- Vertical Wall with Surcharge 1-1 ...
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... surfaces should be determined by the following formula : where N = 60 sin a 1 + sin2 a N = pressure normal to the sloping surface , in psf , and a = angle of inclination of the surface with the horizontal , in degrees . * See note at ...
... surfaces should be determined by the following formula : where N = 60 sin a 1 + sin2 a N = pressure normal to the sloping surface , in psf , and a = angle of inclination of the surface with the horizontal , in degrees . * See note at ...
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... surfaces . The effect of earthquake shock is discussed in Subparagraph 2.13C . All pumping plant and power plant structures should be designed for full - uplift pressure if water under pressure has access to the foundation of the ...
... surfaces . The effect of earthquake shock is discussed in Subparagraph 2.13C . All pumping plant and power plant structures should be designed for full - uplift pressure if water under pressure has access to the foundation of the ...
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... surface of sound rock . When the loaded area is more than 2 feet below such surface , these values may Rel.60 7/18/51 2.21B B. FOUNDATIONS ( Continued ) be increased 20 percent Supersedes 2/12/51 Chap . 2 Structural Design Data Buildings.
... surface of sound rock . When the loaded area is more than 2 feet below such surface , these values may Rel.60 7/18/51 2.21B B. FOUNDATIONS ( Continued ) be increased 20 percent Supersedes 2/12/51 Chap . 2 Structural Design Data Buildings.
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... surface immediately adjacent , but should not exceed twice the tabulated values . For areas of foundations smaller than 3 feet in least lateral dimension , the allowable bearing values should be one - third of the allowable bearing ...
... surface immediately adjacent , but should not exceed twice the tabulated values . For areas of foundations smaller than 3 feet in least lateral dimension , the allowable bearing values should be one - third of the allowable bearing ...
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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...