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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... columns in multistoried control bays of power plants and major pumping plants shall be made and such columns should be designed for the total dead load and roof loads plus a proportion of the total specified floor live load above the column ...
... columns in multistoried control bays of power plants and major pumping plants shall be made and such columns should be designed for the total dead load and roof loads plus a proportion of the total specified floor live load above the column ...
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... columns . A. In determining the horizontal force to be resisted , the following formula shall be used : EARTH- QUAKE FORCES Horizontal Force Factors F = CW of building Zone 1 On rock or soil .03 Structure as over 2,000 psf where F = the ...
... columns . A. In determining the horizontal force to be resisted , the following formula shall be used : EARTH- QUAKE FORCES Horizontal Force Factors F = CW of building Zone 1 On rock or soil .03 Structure as over 2,000 psf where F = the ...
Page 1
... column piles if they act as columns transferring the load by end bearing to rock or other hard substratum , as friction piles for their entire length , or as friction piles for that portion which is embedded in a stiff substratum ...
... column piles if they act as columns transferring the load by end bearing to rock or other hard substratum , as friction piles for their entire length , or as friction piles for that portion which is embedded in a stiff substratum ...
Page 15
... column lines , and the length of columns should be taken as the center - to - center distance between beams . Where beams frame into massive concrete supports , the clear- span length plus the depth of beam should be used as the beam ...
... column lines , and the length of columns should be taken as the center - to - center distance between beams . Where beams frame into massive concrete supports , the clear- span length plus the depth of beam should be used as the beam ...
Page 15
... column length should be taken as the clear height plus the depth of column . The design moment should then be established ... columns is advis- able before beginning a frame analysis . Minimum dimensions of some of the major structural ...
... column length should be taken as the clear height plus the depth of column . The design moment should then be established ... columns is advis- able before beginning a frame analysis . Minimum dimensions of some of the major structural ...
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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...