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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... dimension , the allowable bearing values should be one - third of the allowable bearing values shown multiplied by the least lateral dimension in feet . ( 3 ) The tabulated values for materials of Classes 10 to 12 , inclusive , apply ...
... dimension , the allowable bearing values should be one - third of the allowable bearing values shown multiplied by the least lateral dimension in feet . ( 3 ) The tabulated values for materials of Classes 10 to 12 , inclusive , apply ...
Page 3
... dimensions are satisfactory for this analysis as there are so many indeterminates that great refinement in calculations is not necessary . ( 9 ) If horizontal forces are so great that an excessive number of batter piles are required ...
... dimensions are satisfactory for this analysis as there are so many indeterminates that great refinement in calculations is not necessary . ( 9 ) If horizontal forces are so great that an excessive number of batter piles are required ...
Page 15
... dimensions of various power plants built by the Bureau . These data , with the aid of such rule - of - thumb guides as WL / 10 for bending moments and W / 2 for shear at supports , provide a basis for preliminary design . Beam widths ...
... dimensions of various power plants built by the Bureau . These data , with the aid of such rule - of - thumb guides as WL / 10 for bending moments and W / 2 for shear at supports , provide a basis for preliminary design . Beam widths ...
Page 15
... dimensional , it is usually possible to consider a two - dimensional frame as reasonably accurate for the purpose of final structural design . See Figures 5 , 6 , and 7 . A. The main frame of a power plant building can usually be ...
... dimensional , it is usually possible to consider a two - dimensional frame as reasonably accurate for the purpose of final structural design . See Figures 5 , 6 , and 7 . A. The main frame of a power plant building can usually be ...
Page 15
... dimension SHEAR FORMULAS V1 = V2 = { W1 2 - V3 = V4 = { W3 l 13 H1 = H2 = -16 W1 2 - { W2 l + 16 W 3 2 - 8/0 pl2 H3 = H4 = +16 W12- { W2 2 - 16 W3 2 - 2 pl2 MOMENT 80 FORMULAS SLAB 1-2 Mx = M1 -V1x - { W , x2 5 9 M1 - M2- W1 22 - 24 W2 ...
... dimension SHEAR FORMULAS V1 = V2 = { W1 2 - V3 = V4 = { W3 l 13 H1 = H2 = -16 W1 2 - { W2 l + 16 W 3 2 - 8/0 pl2 H3 = H4 = +16 W12- { W2 2 - 16 W3 2 - 2 pl2 MOMENT 80 FORMULAS SLAB 1-2 Mx = M1 -V1x - { W , x2 5 9 M1 - M2- W1 22 - 24 W2 ...
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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...