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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Page 15
... bar diameters . --- L.L . Mom . at fixed end . D.L. Mom . = To wa2 L.L. Mom . at diaphragm . D.L. Mom . = To wa2 .15 P 3 5 6 7 8 SPAN " a " IN FEET H - 15 P - 12,000 LBS . FOR 16,000 LBS . FOR H - 20 BRIDGE SLABS NOTE Moments determined ...
... bar diameters . --- L.L . Mom . at fixed end . D.L. Mom . = To wa2 L.L. Mom . at diaphragm . D.L. Mom . = To wa2 .15 P 3 5 6 7 8 SPAN " a " IN FEET H - 15 P - 12,000 LBS . FOR 16,000 LBS . FOR H - 20 BRIDGE SLABS NOTE Moments determined ...
Page 44
... bars having no end anchorage Footings with longitudinal bars having end anchorage . Combined footings and raft foundations designed as beam elements with properly designed web reinforcement and end anchorage BOND : u In beams and slabs ...
... bars having no end anchorage Footings with longitudinal bars having end anchorage . Combined footings and raft foundations designed as beam elements with properly designed web reinforcement and end anchorage BOND : u In beams and slabs ...
Page 45
... bars having end anchorage ..... VC 240 ..VC 40 300 360 420 480 50 60 ..Vc 60 75 90 105 22080 70 80 120 120 150 180 ... bars without end anchorage .. Deformed bars without end anchorage . Plain bars with end anchorage .. Deformed bars ...
... bars having end anchorage ..... VC 240 ..VC 40 300 360 420 480 50 60 ..Vc 60 75 90 105 22080 70 80 120 120 150 180 ... bars without end anchorage .. Deformed bars without end anchorage . Plain bars with end anchorage .. Deformed bars ...
Page 47
... Bar Shapes 4.19E 4.19F Bend Radii 4.19G 4.19H Bar Spacings 4.19 - I 4.19J 4.19K 4.20 4.21 4.22 Grades of Steel Standard Bar Sizes Lengths of Bars Structure Prefix Letters for Bent Bars Length Corrections Protective Covering Splicing of Bars ...
... Bar Shapes 4.19E 4.19F Bend Radii 4.19G 4.19H Bar Spacings 4.19 - I 4.19J 4.19K 4.20 4.21 4.22 Grades of Steel Standard Bar Sizes Lengths of Bars Structure Prefix Letters for Bent Bars Length Corrections Protective Covering Splicing of Bars ...
Page 48
... Bar Book Form Reinforcement -- Splicing and Spacing 17 Protective Covering for Reinforcement 18 Building Reinforcement Details-- Clearances and Cover 4.20 7-1309D 4.19H 103 - D - 9 4.19 - I 103 - D - 143 4.19 - I 40 - D - 4751 21 30 2 2 ...
... Bar Book Form Reinforcement -- Splicing and Spacing 17 Protective Covering for Reinforcement 18 Building Reinforcement Details-- Clearances and Cover 4.20 7-1309D 4.19H 103 - D - 9 4.19 - I 103 - D - 143 4.19 - I 40 - D - 4751 21 30 2 2 ...
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Common terms and phrases
ALL-AMERICAN CANAL anchor ANGLE OF REPOSE APPROVED Asphalt 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 expansion joints 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 RECOMMENDED 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 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...