Civil Engineers' Pocket Book: A Reference-book for Engineers, Contractors, and Students, Containing Rules, Data, Methods, Formulas and Tables

Εξώφυλλο
D. Van Nostrand Company, 1913 - 1611 σελίδες
 

Περιεχόμενα

Capacities LiquidLiquid and Apothecaries Measures
88
Exponents
95
Numbers Abstract Duodecimo PaperTables
98
Binomial Formula 101 Completing the Square
103
Common SystemDescribed 104 Operations 105 Table
109
Angles and Lines Triangles Quadrilaterals
130
Cylinders Cones and Spheres
136
Solution of any Triangle Circular Measure
143
XXII
144
Table for Finding the Logarithmic Sines and Tangents of Small Angles
198
Regular Polygon and Table Circle
204
Lengths of Circular Arcs for Chord 1 Table
210
Circular Ring and Circular Zone Properties
219
Table of CirclesCircumferences for Diameters in Feet or Inches
230
Table of CirclesAreas Sq Ft for Given Diameters Ft Ins
236
70
243
ANALYTIC GEOMETRY
256
140
266
Taylors Theorem
272
Fundamental Equations of Motion and Force
278
Table of Falling Bodies See also Table on page 1155
284
Motion on Inclined Plane 28
286
Screw Pulley Simple and Compound 202
293
Resisting Moment and Moment of Inertia
299
Outer and Inner ForcesLoads Reactions Stresses
305
Order of Considering Joints
311
The Electronic Theory The Chemical Elements
317
HydrocarbonsPetroleum Naphthalin Asphaltum Coal
327
XII
349
Nitrate Mixtures Gunpowder Blasting Powder
350
Driers SolventsTurpentine
356
ElectroChemistry Electrolysis ElectroMetallurgy
358
Painting and SandBlast Cleaning of Steel Bridges Costs
373
Grading of Lumber
387
SteelCementation Process Shear Steel Crucible Cast Steel
395
Materials with Cementing Properties
402
Calcium Lime Common Lime Lime Mortar Lime Plaster
403
Percentage of Water for Standard Sand Mortars
409
Brick Common Face Glazed Vitrified Terra Cotta
415
Weight and Specifications of Sullivan Channelers Table
421
Parabolic MotionPath of Projectile
424
Squared S QuarryFaced S Face Hammer Cavil
427
Specifications for Stone Masonry General
433
Rock Crushers Concrete MixersGravity Mechanical Batch
439
Concrete Proportions of Cement Sand and StoneMixing
442
Moments of Inertia About Inclined Axis Formulas
446
Calculations of Reinforced Concrete Beams
449
Expansion Joints in Concrete StructuresReservoirs Drydocks
455
Solids Heavier than Water Solids Lighter than Water
461
Equivalents of Centigrade and Fahrenheit Scales Table
468
Weights and Specific Gravities of Building Stones Masonry
474
Weights of Produce U S Law Table
482
Elastic Limit Yield Point Ultimate Strength or Stress
487
Bending Tests of Timber at Relative Elastic Limit
493
High Tensile Strength of Steel in Important Structures
499
Specifications for Steel Forgings
505
Compressive Strength of Granite Marble and Masonry
511
Friction of Plane Surfaces in Motion Upon Each Other
519
The Effect of Fire on Building Materials
523
Steel HShapes Corrugated Sheeting Memoranda
543
Working Stress Load Moment Slope and Deflection of BeamsFormulas
562
Duty of WaterMeasurements at Different PointsTables
566
Longitudinal Shear in BeamsFormulas and Problem
583
ZBar Columns 14Inch With Side PlatesTable
600
Cast Iron Columns Rectangular and RoundTable of Strengths 606607
606
Rivets Shearing and Bearing ValuesTable
612
Dimensions and Weights of Hot Pressed Nuts Table
619
Steel Wire Nails MiscellaneousWeights and Dimensions Table
625
Eye Bars Ordinary and AdjustableMaterial to Form Head etc
631
Finding Bending and Resisting Moments from Table of Squares
637
Table of Squares 0 to 1 Advancing by 64ths of an Inch 643644
643
Table of Squares 10 to 52 Advancing by 16ths of an Inch 651664
651
589
664
Cost of Shop Drawings for Structural Iron and Steel
665
Comparison of Wire GagesB W G B S EdisonTables
671
Roebling Round WireRopeTable or Properties
674
Spiral Riveted Steel Pipe and Specials Table 680681
680
Formula for Additional Length of EyeBars to Form Heads
686
Bending Moments and Shears from Special Locomotive Table
692
Portal and Intermediate Vertical Bracing Formulas
698
Alternate Stresses Combined Stresses
704
Permissible Compressive StressesSoft and Med SteelTable
710
Typical LoadingsL and K
716
Calculation of ArchesTheoretical Hints 768770
768
Pile Trestles Timber TrestlesPlans and Dimensions
787
Wooden StringersAllowable Bending Moments Table
791
Normal Wind Pressures on Inclined Surfaces Table 976
797
Actual Bearing Pressures on Clay and Sand Table
867
The Drop Hammer and Steam Hammer Described
876
Statistics of Notable Breakwaters Table
903
Useful Tables in Public Land SurveysMeridians and Base Lines
906
Earth Empankment Shrinkage of Earth
909
Shrinkage in Volume and Vertical Shrinkage
915
Machine for Excavation in Frozen Ground Cost Data
921
Methods of Measuring Material Dredges Types
927
Definitions Kinds of Tunnels
933
Some Detail Tunnel Costs Los Angeles Aqueduct
939
To Adjust the Solar Attachment
947
Local Mean Time of Upper Culmination of Polaris Table
953
Polaris Tables for the Year 1912 955a955f
956
Farm Surveying Equipment and MethodAdjustment of the Traverse
964
Aneroid BarometerFormula
968
Parabolic Vertical Curves Horizontal Circular Curves
1005
Gages and HalfGages of Track with Log ValuesTable
1007
Filing the Location
1013
Turnouts and Switches Frogs Frog Numbers
1018
SlopeStaking and Earthwork Computation
1022
839
1051
Earthwork Correction for Curvature
1059
Properties of Frog Angles and Half Frog Angles Table
1075
841
1080
Table for Laying Out Switches in the Field
1083
Ladder TracksSpacing of FrogsTable
1089
842
1090
Granite Block Pavement
1095
Power of a Horse Effect of Road Surfaces on Traction
1098
Iron Slag Block Pavement
1121
Cedar Block Pavement
1127
Oils their Classification and Properties
1133
Rock Asphalt and Oil ExperimentsCost Data
1141
845
1145
Pressure for Square Inch for Given Heads in Feet Table
1154
Velocity in Pipes or Varying CrossSection Formulas
1168
Meter Register Manometer Piezometer Tubes
1178
Fteley and Stearns Weir Formulas
1180
Depth of Thread of Mean Velocity in Rivers
1187
Percentage of Rainfall to Average Rainfall Table
1195
Water Meters and Waste of Water
1202
Masonry AqueductsReinforced Concrete
1208
Notes on Preceding TableBands and Shoes
1214
Standard Specifications for Cast Iron Pipe
1235
Wrought Iron Pipe Steel Pipe
1268
Dimensions of Ludlow Double Gate Valves Table 12471275
1276
Converse Pipe Table Pipe Dipping Tank
1282
Gate Boxes Weight of Ludlow Gate Boxes Table
1288
The Disposal of Refuse House Drainage
1295
Properties of Catenary Conduits or Sewers Formulas
1301
Sewer Pipe Weight and Cost of Sewer and Culvert Pipe Tables
1307
General Discussion Irrigation Units
1313
Conduits and Flumes
1317
847
1321
Chicago Drainage Canal Proposed Am Isthmian Canal
1329
Bazins Weir Formula and Value of m Table
1333
Quintex Nozzle Pelton Water Wheel Data Table
1342
ThermalUnitsEquivalents 110 Mechanical WorkTable
1348
General DiscussionKinds of Steam
1354
848
1357
Duty of PumpsFormula
1367
Vapor Pressure of Saturation for Various Liquids Table
1373
Inside Work Constant HighPotential SystemsWires
1422
Armored Cable 1427 Interior Conduits
1428
CutOuts and Circuit Breakers
1434
Sockets 1440 HangerBoards for Series Arc Lamps
1442
Portable Conductors Bell or Other Wires Table of Capacity of Wires
1448
Performance Specifications and Tests
1454
RegulationDefinitions and Conditions for Tests 1461
1461
Overload Capacities
1469
Temperature Coefficients of Resistivity of CopperFormulas Table
1475
ReferencesDerricks and Cranes Chimneys
1480
1142
1542
1099
1546
Chord Lengths of Curved Rails Tables
1550
1143
1555
851
1556
863
1563
1145
1569
1153
1577
Wood Block PavementBrick Sidewalk
1582
1154
1584
1117
1595
Coal Consumption per Horsepower per Hour
1598
11681169
1607
INDEX 15391611
1611
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Σελίδα 404 - Section 37, and quickly formed into a ball with the hands, completing the operation by tossing it six times from one hand to the other, maintained about 6 in.
Σελίδα 407 - A third pat is exposed in any convenient way in an atmosphere of steam, above boiling water, in a loosely closed vessel for five hours. 23. These pats, to satisfactorily pass the requirements, shall remain firm and hard, and show no signs of distortion, checking, cracking, or disintegrating.
Σελίδα 408 - No. 100, and 30 per cent on the No. 200 sieve. TIME OF SETTING. It shall develop initial...
Σελίδα 403 - ... long; in the middle of this neck is a bulb (C), above and below which are two marks, F and E; the volume between these marks is 20 cu. cm. (1.22 cu.
Σελίδα 410 - The cement shall be considered to have acquired its initial set when the pat will bear, without appreciable indentation, the Gillmore Mm I needle ^ in.
Σελίδα 410 - Time of setting. — The cement shall not acquire its initial set in less than forty-five minutes and must have acquired its final set in ten hours. The pats made to test the soundness may be used in determining the time of setting. The cement is considered...
Σελίδα 407 - Care should be observed in centering the briquettes in the testing machine, as cross-strains, produced by improper centering, tend to lower the breaking strength. The load should not be applied too suddenly, as it may produce vibration, the shock from which often breaks the briquette before the ultimate strength is reached.
Σελίδα 408 - This term is applied to the finely pulverized product resulting from the calcination to incipient fusion of an intimate mixture of properly proportioned argillaceous and calcareous materials, and to which no addition greater than 3 per cent has been made subsequent to calcination.
Σελίδα 823 - When the shearing stresses developed in any part of a construction exceed the safe working strength of concrete, as fixed in these Regulations, a sufficient amount of steel shall be introduced in such a position that the deficiency in the resistance to shear is overcome.
Σελίδα 408 - All tests shall be made in accordance with the methods proposed by the Committee on Uniform Tests of Cement...

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