Buch 
Tracts on vaults and bridges : containing observations on the various forms of vaults; on the taking down and rebuilding London Bridge : and on the principles of arches: illustrated by extensive tables of bridges : also containing the principles of pendent bridges, with reference to the properties of the catenary, applied to the Menai Bridge : and a theoretical investigation of the catenary / Samuel Ware
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160

|

z

t

V

s

s

t

t

z

T

p

—sec.

y

= tan.

=sec.

—-

- -

—

~

of</>— 1

of <f>

of Ip

X

X

y

=s cosec.of *

y

= sineof <p

Ueg.min.

56* 20

.80388

1.5013

1.8039

1.2015

.83228

56,,25

.80783

1.5061

1.8078

1.2004

.83308,

56,,28

.81021

1.1995

1.5089

1.8102

1.481

1.863

1.258

1.1997

1.5089

.83356

56,,30

.81180

1.5108

1.8118

1.1992

.83389

56,,35

.81579

1.5156

1.8158

1.1980

.83469

56.,40

.81981

1.2061

1.5204

1.8198

1.471

1.855

1.261

1.1969

1.5090

.83549

56,,45

.82384

1.5252

1.8238

1.1958

.83629

56„50

.82790

1.5301

1.8279

1.1946

.83708

56„53

.83034

1.2127

1.5330

I.8S0S

1.461

1.847

1.264

1.1939

1.5090

.83756

57„ 0

.83608

1.5399

1.8361

1.1924

.83867

57„ 5

.84020

1.2191

1.5448

1.8402

1.451

1.839

1.267

1.1912

1.5093

.83946

57,,10

.84435

1.5497

1.8443

1.1901

.84025

57,,15

.84852

1.5547

1.8485

1.1890

.84104

57,,17

.85019

1.2256

1.5567

1.8502

1.442

1.831

1.270

1.1886

1.5095

.84135

57//20

.85271

1.5596

1.8527

1.1879

.84182

■ 57,,25

.85692

1.5646

1.8569

1.1868

.84261

57,,29

.86031

1.2321

1.5687

1.8603

1.433

1.824

1.273

1.1859

1.5097

.84323

57«35

.86542

1.5747

1.8654

1.1846

.84417

57,,40

.86990

1.2384

1.5798

1.8699

1.423

1.816

1.276

1-1835

1.5100

.84495

57«45

.87401

1.5849

1.8740

1.1824

.84573

57,,50

.87834

1.5900

1.8783

1.1813

.84650

57,,52

.88008

1.2447

1.5921

1.8801

1.414

1.809

1.279

1.1809

1.5104

.84681

57,,55

.88270

1.5952

1.8827

1.1802

.84728

58,, 0

.88708

1.6003

1.8871

1.1792

.84805

58* 3

.88972

1.2510

1.6034

1.8897

1.416

1.802

1.282

1.1785

1.5108

.84851

58,, 5

.89148

1.6055

1.8915

1.1781

.84882

58" 10

.89591

1.6107

1.8959

1.1770

.84959

58,,15

.90037

1.2572

1.6160

1.9004

1.S97

1.795

1.285

1.1760

1.5114

.85035

58,-20

.90485

1.6212

1.9048

1.1749

.85112

58„26

.91025

1.2633

1.6276

1.91.02

1.388

1.788

1.288

1.1737

1.5119

.85203

58*30

.91388

1.6318

1.9139

1.1728

.85264

58,,35

.91844

1.6372

1.9184

1.1718

.85340

58„S7

.92026

1.2694

1.6393

1.9203

1.380

1.781

1.291

1.1714

1.5126

.85370

58,,40

.92302

1.6426

1.9230

1.1707

.85416

58,,45

.92762

1.6479

1.9276

1.1697

.85491

58*48

.93040

1.2755

1.6512

1.9304

1.372

1.775

1.294

1.1691

1.5132

.85536

58,,50

.93226

1.6534

1.9323

1.1687

•85566

58,,55

.93692

1.6588

1.9369

1.1676

.85642

58,,58

.93973

1.2816

1.6621

1.9397

1.363

1.769

1.297

1.1670

1.5137

.85687

59„ 0

.94160

1.6643

1.9416

1.1666

.85717

59„ 5

.94632

1.6698

1.9463

1.1656

.85791

59„ 9

.95011

1.2876

1.6742

1.9501

1.355

1.762

1.300

1.1648

1.5144

.85851

59,,15

.95582

1.6808

1.9558

1.1636

.85941

59,,19

.95966

1.2935

1.6853

1.9600

1.347

1.756

1.303

1.1628

1.5153

.86000

59„25

.96544

1.6920

1.9654

1.1616

.86089

59,,30

.97029

1.2994

1.6977

1.9703

1.340

1.750

1.306

1.1606

1.5162

.86163

59,,35

.97517

1.7033

1.9752

1.1596

.86237

59,,40

.98008

1.3053

1.7090

1.9801

1.332

1.744

1.309

1.1586

1.5174

.86310

50„45

.98502

1.7147

1.9850

1.1576

.86383

59„50

.98998

1.3111

1.7205

1.9900

1.324

1.738

1.312

1.1566

1.5178

.86457

59,.,55

.99498

1.7262

1.9950

1.1557

.86530

60* 0

1.0000

1.3169

1.7321

2.0000

1.317

1.732

1.315

1.1547

1.5186

.86602

60„ 5

1.0050

1.7379

2.0050

1.1537

.86675

60,,10

1.0101

1

1.7437

2.0101

1.1528

.86748

 
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