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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... less complicated structures , a somewhat different arrangement of basic data may be used , but in all cases the main loading and other data and assumptions should be recorded on one or more drawings as required . .6 All features of ...
... less complicated structures , a somewhat different arrangement of basic data may be used , but in all cases the main loading and other data and assumptions should be recorded on one or more drawings as required . .6 All features of ...
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... less than 300 square feet of area ; and they may be reduced 20 percent for the design of beams , girders , trusses , columns , and footings supporting 300 square feet or more of area . These reductions should not be made for storage ...
... less than 300 square feet of area ; and they may be reduced 20 percent for the design of beams , girders , trusses , columns , and footings supporting 300 square feet or more of area . These reductions should not be made for storage ...
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... less than its gross base area times the 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 ...
... less than its gross base area times the 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 ...
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... less than Any direction horizontally 2,000 psf Bearing walls , nonbearing .05 .10 .20 Normal to sur- walls , partitions , curtain face of wall walls , enclosure walls , and panel walls ( supported laterally ) Cantilever parapet walls ...
... less than Any direction horizontally 2,000 psf Bearing walls , nonbearing .05 .10 .20 Normal to sur- walls , partitions , curtain face of wall walls , enclosure walls , and panel walls ( supported laterally ) Cantilever parapet walls ...
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... less than 2,000 psf , the footings shall be completely inter- connected by reinforced - concrete ties or by a complete slab . The sta- bility of the building against sliding or overturning shall be calculated for the forces due to an ...
... less than 2,000 psf , the footings shall be completely inter- connected by reinforced - concrete ties or by a complete slab . The sta- bility of the building against sliding or overturning shall be calculated for the forces due to an ...
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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...