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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163

9

= sec.of^-i

y

z

= tan.of<p

t

= sec.of <p

y_

X

z

X

2

y

if

2

= cosec.of

2

t

s= sineof <p

deg. min.

"

68j/40

1.7488

2.5605

2.7488

1.0736

.93148

68,,45

1.7591

1.6738

2.5715

2.7591

.9510

1.462

1.537

1.0730

1.6489

.93201

68«50

1.7694

2.5826

2.7694

1.0723

.93253

68 ,,55

1.7799

2.5938

2.7799

1.0717

.93306

69

1.7904

2.6050

2.7904

1.0711

.93358

69«5

1.8010

2.6165

2.8010

1.0705

.93410

69"9

1.8096

1.6930

2.6256

2.8096

.9354

1.451

1.551

1.0701

1.6596

.93451

69nl5

1.8225

2.6394

2.8225

1.0694

.93513

69«20

1.8334

2.6511

2.8334

1.0688

.93565

69//25

1.8444

2.6628

2.8444

1.0682

.93616

69,,30

1.8554

2.6746

2.8554

1.0676

.93667

69«32

1.8600

1.7118

2.6794

2.8600

.9203

1.441

1.565

1.0674

1.6707

.93688

69*35

1.8666

2.6865

2.8666

1.0670

.93718

69« 40

1.8778

2.6985

2.8778

1.0664

93769

69,,45

1.8892

2.7106

2.8892

1.0659

93819

69//50

1.9006

2.7228

2.9006

..0653

.93869

6954

1.9098

1.7303

2.7326

2.9098

.9059

1.431

1.579

1.0649

1.6818

.93909

70

1.9238

2.7475

2.9238

1.0642

.93969

70,/ 5

1.9355

2.7600

2.9355

1.0636

.94019

70,, 10

1.9474

2.7725

2.9474

1.0631

.94068

70//15

1.9593

1.7484

2.7852

2.9593

.8920

1.421

1.593

1.0625

1.6930

.94118

70//20

1.9713

2.7980

2.9713

1.0619

.94167

70//25

1.9835

2.8109

2.9835

1.0614

.94215

70//30

1.9957

2.8239

2.9957

1.0608

.94264

70//S6

2.0106

1.7662

2.8396

3.0106

.8787

1.412

1.607

1.0602

1.7042

.94322

70//40

2.0206

2.8502

3.0206

1.0598

.94361

70//45

2.0331

2.8636

3.0331

1.0592

.94409

70//50

2.0458

2.8770

3.0458

1.0587

.94457

70//56

2.0612

1.7836

2.8933

3.0612

.8658

1.404

1.621

1.0580

1.7156

94514

71*

2.0715

2,9042

3.0715

1.0576

.94552

71// 5

2.0846

2.9180

3.0846

1.0571

94599

71 i/IO

2.0977

2.9319

3.0977

1.0566

.94646

71//15

2.1110

1.8008

2.9459

3.1110

.8535

1.396

1.635

1.0560

1.7270

.94693

71//20

2.1244

2.9600

3.1244

1.0555

.94740

71//2S

2.1379

2.9748

3.1379

1.0550

.94786

711/30

2.1515

2.9887

3.1515

1.0545

.94832

71//33

2.1600

1.8176

2.9974

3.1600

.8415

1.388

1.649

1.0542

1.7S87

.94860

71//35

2.1653

3.0031

3.1653

1.0540

.94878

71//40

2,1792

3.0178

3.1792

1.0535

.94924

71//45

2.1932

3.0326

3.1932

1.0530

.94970

71S1

2.2102

1.8342

3.0505

3.2102

.8300

1.380

1.663

1.0524

1.7501

.95024

71»55

2.2216

3.0625

3.2216

1.0520

.95061

72»

2.2361

3.0777

3.2361

1.0515

.95106

72,/ 5

2.2506

3.0930

3.2506

1.0510

.95150

72 8

2.2594

1.8505

3.1022

3.2594

.8188

1.373

1.677

1.0507

1.7617

.95177

72,,10

2.2653

3.1084

3.2653

1.0505

.95195

72//15

2.2801

3.1240

3.2801

1.0500

.95240

72,,20

2.2951

3.1397

3.2951

1.0495

.95284

7225

2.3102

3.1556

3,3102

1.0490

.95328

72,,28

2.3194

1.8696

3.1652

3.3194

.8059

1.365

1.693

1.0487

1.7758

.95354

72,,30

2.3255

3.1716

3.3255

1.0485

.95372

72«35

2.3409

3.1877

3.3409

1.0480

.95415

7240

2.3565

3.2041

3.3565

1.0476

.95459

72*45

2.3722

3,2205

3.3722

1.0471

.95502

M