CHAPTER IV: ALLOY STEELS IN BRIDGEWORK
Table 4a. Compositions of the Various Classes of Nickel Steel for Bridges 60
Table 4b. Tests of Large Size Angles of Mayarí Steel 69
Table 4c. Tests of Plates of Mayarí Steel 70
Table 4d. Specifications for Nickel Steel and Average Tests of Specimens Thereof 91
CHAPTER V: DEAD LOADS
Table 5a. Weights of Steel Cables 96
CHAPTER X: METHODS OF STRESS COMPUTATION
Table 10a. Engine Diagram for Class 50 Loading 163
Table 10b. Coefficients for Live Load Reactions 169
Table 10c. Coefficients for Maximum Stresses under Dead Loads and Live Loads in Pratt Trusses with Parallel Chords 171
Table 10d. Coefficients for Maximum Stresses under Dead Loads and Live Loads in Through, Triangular Trusses 172
Table 10e. Coefficients for Maximum Stresses under Dead Loads and Live Loads in Deck, Triangular Trusses 173
Table 10f. Coefficients for Maximum Stresses under Dead Loads and Live Loads in Deck, and Through, Triangular Trusses with Verticals 174
Table 10g. Coefficients of W tan θ for both Compression and Tension Stresses in Bottom Chords of Through Bridges and in Top Chords of Deck Bridges, Due to Wind Loads Applied to the Said Chords, when the Lateral System is of Double Cancellation 175
Table 10h. Coefficients of (W sec θ)/n (where n = number of panels in Span) for Wind Load Stresses in the Diagonals of Lateral Systems of Single Cancellation 176
Table 10i. Coefficients of W tan θ for Compression Stresses in Windward Bottom Chords of Through Bridges, and Windward Top Chords of Deck Bridges, Due to Wind Loads Applied Directly to the Said Chords, when the Lateral System is of Single Cancellation 177
CHAPTER XI: SECONDARY STRESSES, TEMPERATURE STRESSES, AND INDETERMINATE STRESSES
Table 11a. Secondary Stresses in a 200-foot, Double-track-railway, Through, Riveted, Pratt-truss Span 190, 191
Table 11b. Secondary Stresses in a 201-foot, Single-track-railway, Through, Riveted, Pratt-truss Span 192, 193
Table 11c. Secondary Stresses in a 428-foot, Double-deck, Double-track-railway,Electric-railway, and Highway, Riveted, Petit-truss Span 196-199
Table 11d. Constants, Primary Stresses, and Elongations for a 296-foot, Single-track-railway, Riveted, Parker-truss Span 218, 219
Table 11e. Values of θl, θ, B, and φ for a 296-foot, Single-track-railway, Riveted, Parker-truss Span 220
Table 11f. Summations of Moments and Trial Values of T's for a 296-foot, Single-track-railway, Riveted, Parker-truss Span 222
Table 11g. Secondary Stresses in the Members of a 296-foot, Single-track-railway, Riveted, Parker-truss Span 224, 225
CHAPTER XII: DEFLECTIONS
Table 12a. Deflections of a 296-foot, Single-track-railway, Riveted, Parker-truss Span 249
CHAPTER XVI: DETAILING IN GENERAL
Table 16a. Properties of 6 X 19 Plow Steel Wire Ropes 310
Table 16b. Bending Stresses in 6 X 19 Wire Ropes 311
Table 16c. Detailed Dimensions for Open Sockets for Wire Ropes 312
Table 16d. Detailed Dimensions for Closed Sockets for Wire Ropes 313
Table 16e. Pitch Diameters of Gears for Circular Pitch 314-321
Table 16f. Intensities for Compression Members of Carbon Steel with Fixed Ends 322
Table 16g. Intensities for Compression Members of Carbon Steel with Hinged Ends 322
Table 16h. Intensities for Forked Ends and Extension-Plates of Compression Members of Carbon Steel 323
Table 16i. Shearing and Bearing Values for Carbon Steel Rivets 325
Table 16j. Bearing Values for Carbon Steel Pins 323
Table 16k. Allowable Bending Moments on Pins of Carbon Steel and Nickel Steel 324
CHAPTER XIX: FLOORS AND FLOOR SYSTEMS
Table 19a. Sizes of Ties for Various Railway Loadings and Span Lengths 359
Table 19b. Allowable Span Lengths of Ties of Various Sizes for Various Railway Loadings 360
CHAPTER XXI: PLATE-GIRDER AND ROLLED-I-BEAM BRIDGES
Table 21a. Limiting Sections for Various Types of Girder Flanges 423
Table 21b. Centres of Gravity and Gross and Net Areas of Angles for Girder Flanges 424, 425
Table 21c. Cover-plates for Girders—Areas and Weights per Lineal Foot 426
Table 21d. Centres of Gravity of Girder Flanges Composed of Two Angles with Cover-plates 427
Table 21e. Make-up of Flanges without Cover-plates 430
Table 21f. Unsupported Lengths of Top Flanges for Which the Same Gross Section is Required in Tension and Compression 431
Table 21g. Dimensions for Roller Shoes 457
CHAPTER XXII: SIMPLE TRUSS BRIDGES
Table 22a. Approximate Radii of Gyration 504
Table 22b. Number of Rivet Holes to be Deducted from Built-up Tension Members 512
CHAPTER XXXVII: REINFORCED-CONCRETE BRIDGES
Table 37a. Data for Figuring Dead-load Concentrations 892
Table 37b. Dimensions, Areas, and Moments of Inertia 895
Table 37c. Values of ds, ds/I yds/I y2ds/I, xds/I, x2ds/I and sec a ds/A 895
Table 37d. Values of M' for Unit Loads 897
Table 37e. Values of M'ds/I for Unit Loads 897
Table 37f. Values of M'y ds/I for Unit Loads 897
Table 37g. Values of M'x ds/I for Unit Loads 898
Table 37h. Values of H, V, and M at Various Sections in the Left Half of Rib, for Unit Loads at Each Load Point 898
Table 37i. Dead-load Stresses 901
Table 37j. Summary of Dead-load Stresses 902
Table 37k. Maximum Positive Live-load Moments 903
Table 371. Maximum Negative Live-load Moments 903
Table 37m. Stresses from Arch Shortening 904
Table 37n. Stresses from 30° Rise of Temperature 904
Table 37o. Stresses from 50° Fall of Temperature 905
Table 37p. Maximum Positive and Negative Moments at Various Sections 906
Table 37q. Strengths of Various Concrete Mixtures 957
Table 37r. Intensities of Working Stresses for Concrete 958
Table 37s. Coefficients of Elasticity of Concrete 959
Table 37t. Increases in Intensities of Working Stresses for Various Combinations of Loadings 960
CHAPTER XXXVIII: FOUNDATIONS IN GENERAL
Table 38a. Safe Loads on Deep Foundations 966
Table 35b. Safe Loads on Shallow Foundations 966
CHAPTER XLIII: PIERS, PEDESTALS, ABUTMENTS, RETAINING WALLS, AND CULVERTS
Table 43a. Thickness of Roof of Working Chamber for Pneumatic Caissons 1049
Table 43b. Highway Cylinder Piers with Piles— Thickness of Metal and Number of Piles 1055
Table 43c. Open Bracing for Cylinder Piers 1056
CHAPTER XLIX: DETERMINATION OF WATERWAYS
Table 49a. The Dun Drainage Table 1112
Table 49b. Rainfalls and Run-offs for Various Portions of the United States 1116
Table 49c. Scouring of River Beds 1120
CHAPTER LV: WEIGHTS OF STEEL SUPERSTRUCTURES
Table 55a. Formulae for Truss Weights 1287
CHAPTER LVI: QUANTITIES FOR PIERS, PEDESTALS, ABUTMENTS, RETAINING WALLS, AND REINFORCED-CONCRETE BRIDGES
Table 56a. Data for Piers and Abutments of Reinforced-concrete Arch Bridges 1339
CHAPTER LVII: ESTIMATES
Table 57a. Unit Prices for Estimating 1355
Table 57b. Amount of Materials Required for One Cubic Yard of Concrete 1356
Table 57c. Costs of Materials for Reinforced-concrete Structures, Delivered at Site 1359
Table 57d. Costs of Materials for Reinforced-concrete Structures, in Place 1360
Table 57e. Compound Interest Table 1364
CHAPTER LVIII: OFFICE PRACTICE
Table 58a. Accuracy of Calculations 1377
CHAPTER LXV: RECONSTRUCTION, MAINTENANCE, AND REPAIR OF EXISTING BRIDGES
Table 65a. Annual Installment Required to Accumulate One Dollar 1526
CHAPTER LXVII: BRIDGE FAILURES AND THEIR LESSONS
Table 67a. Bridge Failures from 1879 to 1889 1539
CHAPTER LXXI: ADMINISTRATION OF CONSTRUCTION
Table 71a. Contractor's Cost and Profit Table for Percentage Bid on the Sooke Waterworks, Victoria, B. C. 1585
CHAPTER LXXVIII: GENERAL SPECIFICATIONS GOVERNING THE DESIGNING OF THE SUPERSTRUCTURES OF STEEL BRIDGES, TRESTLES, VIADUCTS, AND ELEVATED RAILROADS
Table 78a. Spacing of Trusses in Railway, Deck Bridges 1638
Table 78b. Ratios of Uplift to Dead Load for Swing Bridges 1650
Table 78c. Intermediate Stiffeners for Girders 1670
Table 78d. Values of λ for Hand Brakes 1705
Table 78e. Unit Stresses for Machinery 1710
Table 78f. Factor of Strength y for Gears 1711
Table 78g. Allowable Variations in Fabricated Lengths of Wire Ropes 1719