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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... Railway Bridges , " American Railway Engineering Association ( latest edition ) . If , in the course of work , exception is taken to any of the provisions of either of the specifications , or codes listed above , such exception should ...
... Railway Bridges , " American Railway Engineering Association ( latest edition ) . If , in the course of work , exception is taken to any of the provisions of either of the specifications , or codes listed above , such exception should ...
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... rail carrying the maximum wheel loads . The longitudinal load ( load induced by the crane movement ) should be assumed as equal to 10 percent of the crane wheel loads when the fully loaded trolley is in such position as to cause maximum ...
... rail carrying the maximum wheel loads . The longitudinal load ( load induced by the crane movement ) should be assumed as equal to 10 percent of the crane wheel loads when the fully loaded trolley is in such position as to cause maximum ...
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... rail . C. For a vertical wall subjected to water load , the Westergaard curve shown in Figure 6 provides a method for determining the hydrodynamic effect of a horizontal earthquake shock . The effect of a vertical earthquake ...
... rail . C. For a vertical wall subjected to water load , the Westergaard curve shown in Figure 6 provides a method for determining the hydrodynamic effect of a horizontal earthquake shock . The effect of a vertical earthquake ...
Page 24
... rail anchor bolts . -33 for Future ' straight or for slabor length shown . beam . AK or BX M Heavy loads or large beams . Light loads or small beams Beams with seats or recesses . --3 Spa . @ 6 " 3 Spa . @ 6 " --6 Spa . @ 12 " -- Track ...
... rail anchor bolts . -33 for Future ' straight or for slabor length shown . beam . AK or BX M Heavy loads or large beams . Light loads or small beams Beams with seats or recesses . --3 Spa . @ 6 " 3 Spa . @ 6 " --6 Spa . @ 12 " -- Track ...
Page xiv
... RAIL 43 ' - 0 " + 24 " 2 ' - 81 / 2 " 2 ' - 6 " 32-6 ' 55 ' - 0 " 46 ' - 6 " + 88 89 5 " TYPE " M " 12 " SEE DWGS 5 " TYPE " G " 5 " TYPE " M ' 30W 108 6-0 " STEEL STEEL " 1 4 " CONC 8 " ( COV.SLAB 6 " TYPE M " FRAME STEEL STEEL STEEL ...
... RAIL 43 ' - 0 " + 24 " 2 ' - 81 / 2 " 2 ' - 6 " 32-6 ' 55 ' - 0 " 46 ' - 6 " + 88 89 5 " TYPE " M " 12 " SEE DWGS 5 " TYPE " G " 5 " TYPE " M ' 30W 108 6-0 " STEEL STEEL " 1 4 " CONC 8 " ( COV.SLAB 6 " TYPE M " FRAME STEEL STEEL STEEL ...
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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...