Title ABOUT CONTENTS GLOSSARY
 
J.A.L. Waddell — INDEXBridge Engineering
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z

D

Daily labor, limits of, 1756

Daily records, 1476

Daily reports, 1485

Damages, 1766

liquidated, 1876

Dams, 974

freezing process, 974

Danger, facing by engineer, 1617, 1618

Danger from fire, 348

Danube River bridge designs, 1178

Danube River timber arch bridge, 10

Dapping guard timbers, 364

ties, 359, 360

Data, collection of, 1082

full, 1629

necessity for obtaining, 271

required for designing bridges, trestles, and viaducts, 1081

Dating of contract, 1567, 1886

Day labor method, 1582, 1583

Dead loads, 94, 956, 1376, 1649

arches, 96

assumptions required in determining, 94, 95

checking of, 1377

distribution of, 94

extraneous, 94

unit weights of materials for, 95, 956

Debris, removal of, 1769

Decay of foundation piles, 970

Deck bridges,

bottom lateral systems for, 404

effect of track curvature on, 144

sections, 493

sway bracing of, 1642, 1643

Decoration, 1162

by means of paint, 1177

Deep foundations, allowable pressures on, 965, 966

Defense of lawsuits, 1567

Defining contractors' duties, 1553

Definitions,

"Engineer," 1886

navigable waters, 1137

terms, 1882

Deflecting sheaves, 1726

Deflections, 227-249

continuous beams, 230

defined, 228

floor-beams, bending stresses due to, 206

graphic method of figuring, 249

provision against excessive, 1674

reinforced-concrete beams and arches, 842

straight beam, 228

swing spans, 1692

trusses, 238

Deflectometer, 122

Deformation of chords, stresses due to, 208

Deformation test Hildreth's, 1438, 1439

Deformed bars,

origin of, 28

weights of, 799

Degrees, utilization of, 1626

Delays, 1885

Delays in completion of contract, 1884

Demurrage and cartage, 1766

Deposit check and forfeiture thereof, 1881

Depreciation rate of, 1527

formulae for, 1527, 1528

Depths

economic, for plate-girders, 419, 420

effective, 1640

foundations, 1857

plate-girder webs, determination of, 419-421

truss members, 494, 495

trusses,

economic, 1184

excessive, 1176

viaduct girders, 329

Derrick car, 34

Derrick for borings, 1097

Description, general, 1743

Designing. See also Diagrams and Tables for designing.

arch spans and piers, 940

anchor bolts, stresses in, 304-309

base of retaining walls, 1036, 1038

base plates, eccentric loads, 304-309

column footings, 936

eccentric loads,

base plates and shoes, 304-309

pile groups, Eq. 24 and 26, 300

rivet groups, 298-301

stresses in anchor bolts, 304-309

general limits for, 1661, 1662

general principles in, 1662, 1665

I-beam bridges. See also Plate-girders.

general, 460

highway, 463, 464, 1668

railway, 460-463, 1667

plate-girder bridges, 460-467, 1668-1671

general, 460

highway, 467

railway deck, 464, 465, 1668-1671

railway through, 464-467, 1668-1671

end details, 464, 467

plate-girders, 411-460, 1668-1671

cover-plate lengths 440-444

depth of web, 419, 420

end bearings. See Shoes.

end details, 444-447, 464, 467, 1670

flange proportioning, 421-432

cover-plates, 422-428

no cover-plates, 428-431

splices, 421, 422

lengths of cover-plates, 440-444

moments, 411-419

reactions, 411-419

rivet pitches, 432-441

component parts of flanges, 437-438

curved flanges, 437

inclined flanges, 433-436

variation throughout flange, 438-441

vertical loads, 436

shears, 414-419

shoes, 452-460

fox-bolts, 453, 454, 457

masonry plates, 453

rocker and roller shoes, 455-458

size of base, 457

rocker sliding shoes, 454, 459

sliding bearings on steelwork, 458

sliding cast bases, 454

types of, 453

stiffeners, end, 444-447, 464, 467, 1670

stiffeners, intermediate, 421, 430, 1670

web, 419-421

web-splice, 447-452

detailed design, 450-452

loads on, 447, 450

types of, 447-449

reinforced-concrete bridges, specifications for, 959

reinforced-concrete columns, 936

riveted tension members, 296

slabs, 918

steel superstructures, specifications for, 1632

steel trestles, 251

timber beams,

bending, 303, 304

shear, 302

unit stresses. See Tables for designing.

wall footings, 939

weight of steel superstructures. See Weights of steel superstructures.

Designing Department, 1389

Designing for gun-fire contingency, 1077

Desmond, T. C., 1010

Detail drawings, 1759

preparation of, 1379, 1380

Detailing (see also Diagrams and Tables for detailing), 283, 1394

columns, 1684

development of, 30

general, 281

I-beams. See Designing.

importance of, 280, 281

joints, 518

open-webbed, riveted-girder spans, 1674

piers, 1007

pin-connected highway spans, 1683

pin-connected railway spans, 1681

plate-girder spans, 1668, 1669, 1670, 1671

pneumatic caissons, 1007

railway trestles and elevated railroads, 1683, 1684

riveted-truss, highway spans, 1680

riveted-truss, railway spans, 1675

rolled I-beam spans, 1667, 1668

trusses, 492, 503

Details of trusses, percentages of, 1227, 1239, 1240, 1241

Details, tests of, 1776

Deterioration of bridges, 1522

by rusting, 1517

Determination of areas of waterways, data for, 1109

Determination of centre line of rib, 863

Determination of layouts, 1210

Determination of probability of scour, 969

Detroit-Superior Bridge, Cleveland, Ohio, 631, 632

Development,

American bridge engineering, 19

bridge materials, 16

detailing, 30

highway bridge building, 1532

reinforcing bars, 963

Diagonal tension, reinforced-concrete, 961

Diagonals of trusses, sections for, 1675, 1681

Diagrams for designing, detailing, and estimating,

arch ribs, values of n and r, 640

centrifugal force from curved track, 137

clearance diagrams,

tangent, through bridges, 484

tracks on curves, 147

columns, points of contraflexure in, 294

costs. See also Costs.

comparison of carbon and nickel steel, 65, 66, 81, 86, 87

concrete, materials for, 1357, 1358

power equipment, movable bridges, 681

railway abutments, 1199

railway embankments, 1195, 1196

trestles, wooden, railway, 1197, 1198

draw spans,

percentage of weight of simple span, 1249

reactions for balanced loads on rim bearing, 690

reactions for centre bearing, 691

earth pressures on retaining walls, 1034

I-beams for railway spans, 461

impact coefficients,

electric railway bridges, 130

highway bridges, 131

railway bridges, 129

lacing, 287, 288, 289

loads,

live,

end shears, electric railway, 179

end shears, railway, 104

engine diagram, Class 50 loading, 163

equivalent uniform, for electric railway bridges, 110-116

equivalent uniform, for railway bridges, 105, 106

road rollers and motor-trucks for highway bridges, 118

uniformly distributed, for highway bridges, 117

wheel loadings, electric railway bridges, 107

wheel loadings, railway bridges, 103

traction, for railway bridges, 157

wind,

area of railway bridges exposed to wind, 153

Duchemin's formula for inclined surfaces, 150

highway and electric railway bridges, 154

railway bridges, 151

net sections of riveted tension members, 295

plate-girders,

economic depths, 420

flange sections, 422

net areas of flanges composed of 2Ls and cover-plates, 429

rivet pitches for combined shear and direct load, 439, 441

shears throughout spans, 413, 415

points of contraflexure in braced columns, 294

rainfall and run-off throughout U. S., 1116

reinforced concrete,

arches, approximate calculations,

moment coefficient Cm for live loads, 870

moment of inertia, 841

point of contraflexure for arch shortening and temperature stresses, 870

temperature-stress coefficient C t, 871

beams, columns, and slabs, design of,

columns under direct stress only, 819

double-reinforced beams, 802-804

flexure and direct stress, 822, 827, 831

moment of inertia, 840, 841

rectangular beams, 797, 798

slabs and small beams, 798

T-beams, 809, 811

variable depths, 817

web reinforcement, 835

concentrated loads, distribution over slabs, 853

arrangement of, 854

continuous girder moment coefficient, 845

value of k-k³ and 2k- 3k²+K³ 843

forms, pressure of concrete on, 940

quantities. See Quantities.

retaining walls, quantities,

plain, 1319

reinforced, 1318

rivets, diagram for number required, 519, 520

skew-span arrangements, 485, 487

superelevation of track on curves, 135

tension members, riveted, net sections, 295

timber beams, 303

trestles, railway

economic span lengths, 1259, 1270

maximum loads on tops of pedestals, 1263

trusses,

section of members, pin-connected spans, 530

sections of members, riveted spans, 490

weights of steel superstructure. See Weights of steel superstructures.

Diameters of pins, 531

Diaphragms, 506, 507

truss members, 498, 506, 507, 531

Dictation, 1630

Dies and punches, sizes of, 1422

Differences of opinion, 1765

Dignity of profession, 1607

Dikes, 1866, 1867, 1868

spur, 1058

training, 1060

Dimensioning for camber, 751

Dimensions, standard, 332

Diplomacy in testing, 1470

Direct-current electric motors, 1793

Directions to contractor, 1765

Direct measurements, 1457

Direct tension on rivets, 276

Disc piles, 1012

Dishonesty, punishment for, 1631

Disposal of boring outfit, 1107

"Disputed Points in Railway-Bridge Designing," 120, 161, 282

Distance between central planes of stiffening trusses in suspension bridges, 656

Distribution of concentrated loads over slabs, 852

Distribution of metal in compression members, 274

Dividing line between specifications and contracts, 1557

Dixville, Kentucky, Bridge, 25

Docks for caissons, 994

Dolphins, 780, 782, 1866

Dominion Bridge Co., 612

Don River Lift Bridge at Rostoff, Russia, 740, 742

Doric order, 1153

Double-cancellation for lateral systems, 390

Double-concentration method, 170

Double-intersection triangular truss, 468, 471

Double-rotating cantilever draws, 665, 666

Double-shaft piers, walls of, 1052

Double-track railway bridges, live loads for, 107

weights of metal in, 1225, 1226, 1237-1248, 1266, 1268, 1269

Doubling up old spans, 1066, 1528

Douglas fir, 776

Down-spouts, 353, 1835

Drainage,

basins, 373

curb and gutter drains, 373

floor, 352, 372, 373

gratings, 373

holes, 1731

pavements and roadways, 1835, 1836

pivot piers, 697

rail grooves, 373

sidewalk, 373

Drain pipes, 352, 373

Draw bridges, 684, 1686

double, rotating cantilever, 665, 666

economic functions of, 1194

electrical operation of, 679

gates for, 1068

horizontal folding, 665

loads for, 1687, 1688, 1689

protection, 779

cost of, 779

designing of, 779

omission of, 779

timber crib type, 780

pull-back, 666, 667

reactions for centre-bearing, 691

rest piers for, 779

shear-pole, 665

styles of trusses for, 1686

trusses, 1691

Draw for laterals, 391

Drawings,

accompanying, 1758

checking of, 1382, 1383, 1384, 1395

cleaning of, 1387

contents of, 1381

detail, 1759

determination of required drawings, 1393

preparation of, 1378, 1380

filing of, 1386

laying out of, 1381

mailing of, 1398

making of, 1378

numbering of, 1396

records of, 1396, 1397

reinforced-concrete construction, 1382

shop, 1409

time-record for, 1408

titles for, 1381

working, 1380, 1759

Dredges, 992

Dredging machine, origin of, 12

Dressing for ropes, 1791

Drifting, 1781

Drifting tests for steel, 1775

Drilling, 327

bed-rock, 1103

core, 1094

solid, 334

Drill pipe, turning of, 1102

Drill points, 1094

Drippings, brine, 428

Drive caps, 1100

Drive head for borings, 1095, 1101

Driving piles, 1014, 1855

cost of, 1019

long piles with water jet, 1017

through clay, 1016

Drop hammer, 1014

Drums,

operating, 1725

rim-bearing swing-spans, 1692

bearing-blocks, 1694

designing, 691, 692

girders, 1694

Ductility test for asphalt, 1818

Duluth Bridge design, 667

Duluth Transporter Bridge, 672

Dumb-bell piers, 1023, 1052

Dun, James, 1111, 1112

Dun waterway table, 1111, 1112

Duplication, 1202

Durability of piling, 1013

Durability of plate-girder spans, 409

Düsseldorff Bridge, 626

Dust-covers, 1731

Dust guards for rollers, 456

Duties, customs, 1755

Duties of,

bridge engineer to himself, 1631

bridge engineer to his clients, 1628

bridge engineer to his contractors, 1630

bridge engineer to his employees, and theirs to him, 1629

bridge engineer to the profession, 1622

bridge engineer to the public, 1631

employees, 1630

Dykes. See Dikes.

Dynamiting,

caissons, 993

piles, 1015

pipe, 1098