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An Encyclopaedia of civil engineering : historical, theoretical and practical : illustrated by upwards of three thousend engravings on wood by R. Branston / by E. Cresy
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Chap. II.

COMPOSITION AND USE OF MINERALS.

691

sure; divide the pressure or weight in pounds by 15,000, and the quotient will be the areaof the section of the block in inches.

For story posts of warehouses or other buildings, the following table was calculated bvMr. Tredgold.

A Table showing the Height that mag be placed with Safety on Cast-iron cylindrical Columnsfrom 1 to 12 Inches Diameter.

Length orHeight.

2 Feet.

4 Feet

6 Feet.

8 FeetJlOFeet.

12 Feet.

14 Feet.|l6Feet.

18 Feet.

20 Feet

22 Feet

24 Feet.

Diameterin Inches

Cwt.

Cwt.

Cwt.

Cwt.

i

i cwt.

Cwt.

Cwt.

Cwt.

Cwt.

Cwt.

Cwt.

Cwt.

1

18

12

8

5

■ 3

2

o

1

1

1

M

44

36

28

19

! 16

12

9

7

6

5

4

3

2

82

72

60

49

40

32

26

22

18

15

13

11

129

119

105

91

77

65

55

47

40

34

28

25

3

188

178

163

145

128

111

97

84

73

64

56

49 |

257

247

232

214

. 191

172

15G

135

119

106

94

83 |

4

337

326

310

288

i 2GG

242

220

198

178

160

144

130 !

*1 .

429

418

400

379

I 354

327

301

275

251

229

208

189 '

5

530

522

501

479

, 452

427

394

365

337

310

285

262 j

6

616

607

592

573

j 550

525

497

469

440

413

386

360 !

7

1040

1032

1013

989

i 959

924

887

848

808

765

725

686

8

1344

1333

1315

1289

! 1259

1224

1185

1142

1097

1052

1005

959 !

9

1727

1716

1G97

1672

; 1640

1603

1561

1515

1467

1416

1364

1311 !

10

2133

2122

2130

2077

! 2045

2007

1964

1916

1865

1811

1755

1697 j

11

2580

2570

2550

2520

! 2490

2450

2410

2380

2230

2250

2190

2130 1

12

3071

3050

3040

3020

2970 ; 2930

2900

2830

2780

2730

2670

2600 ;

A Table showing the Depths of square Beams or Bars of Cast-iron of different lengths, tosustain Weights (its own being included ) of from 1 to 500 Tons when supported at theEnds and loaded in the Middle ; the Deflection not to exceed one-fortieth part of an Inchfor each Foot in Length.

Lengths in Feet .

Tons.

4

G

1 8

10

12

14

16

18

20

22

24

26

28

30

32

I 3-1

36

38

40

1

25

3*0

3*5

39

4-3

4*6

4-9

5-2

5-5

6-8

6-0

6-3

6-5

67

7-0! 7*2

7*4

7-5

7-8

2

21

3 5

41

47

51

55

5£

6*2

6-5

67

7-2

7-6

77

87

8-3 8-5

87

9-0

9-2

3

3 i

4'0] 4 6

5-1

57

61

6-5

6-i

77

7-6

77

87

8-6

87

9-2

9-4

97

100

101

4

3-5

4-3; 4-S

55

GC

6*5

7(

7-4

77

8-2

8-5

87

9-2

9-5

97

10-1

10-4

107

no

5

_

4-5

5*2

5-fi

6-4

6-9

7-4

7-1

8-2

8-6

tn

9-4

97

10-1

10-4

10-7

11-0

11*2

11-6

6

_ .

_

5 5

61

67

7-2

77

8-2

8-6

9-C

9-4

97

10-2

10-5

107

11-2

11-5

11-9

121

7

_

_

57

67

6*9

7-5

8-C

8-5

87

9-4

97

10-2

10-6

11-C

117

11-7

12-0

12-3

12-7

8

_

_

5*£

6-6

7*2

7-8

87

8-8

97

9-7

10-1

10-6

10-9

11-3 11*7

12-0

12-4

12-8

131

9

_

_

6-C

6-8

7-4

8-0

8*5

9-C

9-5

IOC

10-4

107

117

117 127

12-4

12-8

131

13-5

10

_

_

_

6*9

7-6

8*2

8-8

97

9-8

io-a

107

11-2

J 1*6

127

12-4

12-8

131

13-5

13*8

11

—

_

_

7*1

7-8

84

9C

9-5

10-C

10-5

117

11-5

117

127

12-7

137

135

13-8

14-2

12

_

_

_

7*2

7-9

8-6

9-2

97

10*2

10*8

11-2

11-7

12-1

12*5

137

13*4

137

141

14-5

13

_

_

_

74

81

8-8

9*4

y-'j

10-4

110

J17

11 -'J

12-4

12-8

13-2

136

14*0

14-4

147

14

_

_

_

7-5

8-3

8-9

9-5

10-1

10-6 H I

117

12-1

12-6

137

13-4

13-8

14-2

11-6

15-0

15

_

_

_

77

8-4

9-1

9 7

107

107

11-4

11-9

12-3

12-8

13-2

13-7

14-1

14-5

14-9

15-3

16

_

_

_

7'8

8-5

9*2

9-8

10-4

11-C

11*5

120 12-5! 13-0

13-5

137

14*3

J47

151

15-5

17

_

_

_

7*9

87

9-4

106

10-6

11-2

117

12-2

12-7i 13-2

137

14-1

14*5

147

15-4

15-8

18

_

—

_

8*0

8-8

9-5

101

10*8! 11*3

11-9

12-4

12-9

13 4

137

14-3

147

16*1

15-6

16-0

19

_

_

_

8-1

8*9

9-6

10-3

10*9

11-5; 120

120

13*1

13-6

14-1

14*5

15*0

15-4

15-8

16-2

20

__

_

_

_

9*0

97

10-4

11-0

11*6

12-2

127

13-2

13-8

14-2

14-7

15-1

15-6

16-0

16-4

30

_

_

_

_

_

108

11-5

I2-2| 12-9; 13-5

14-1

14*7

15-2

15-7

16-3

16*8

17-3

177

18-2

40

12-4

]3*11 13-8 14*5

16-1

157! 16-4

16-9

17-5

18-0

18-5

197

19-5

60

_

_

_

_

_

_

_

13-9

14-6! 15-3

160

16-6; 17-3

17*9

18-5

19-0

19-6

201

207

60

_

_

_

_

_

14-5! 15-3' 160

167: 17-4

18-1

18-7

19-3

19-9

20-5

21-1

21-6

70

_

_

_

_

_

_

_

15 1

15-9 167

17-4

18-2

18-8

19*5

20-1

20-8

213

22-0

22-5

80

—

17‘2

18-0

187

19-4

201

20-7

21-4

22-0

22-6

232

90

_

_

_

_

_

_

_

_

_

17*8

18-6

19-3! 20-0

20-7

21*4

22*1

227

23-3

23-9

100

_

_

_

_

_

_

_

_

_

_

19-0

19-8! 20-6

21 -3

22*0

22-6

233

23-9

24-5

no

20-3 21-0

21 -8

22-5

23-2

23-8

24-5

25-1

120

_

i—

_

_

_

_

—

_

_

_

20-8

21-5

22*3

237

237

24-4

25-0

25 7

130

_

_

_

_

_

_

_

_

_

_

_

_

220

22-7!23-5

24-2

247

25-5

26-3

140

_

_

_

_

_

_

_

_

_

_

_

_

_

23-2! 23-9

24*6

25 4

260

267

150

_

_

_

_

_

_

_

_

_

_

_

_

_

23-6

24-3

25-0

25-8

26-5

27-2

200

_

_

_

_

_

_

_

_

_

_

_

26-2

27-0

277

28-5

29-2

250

27-6

28-5

29-4

30-1

310

300

28-9

29*9

307

31 -5

32-0

360

_

_

_

_

_

_

_

_

_

_

—

_

_

_

30-0

31-0

320

33-0

33-7

400

31-1

32-0

327

33 9

34-7

450

—

_

_

_

_

_

_

_

_

_

_

_

32 0 33-1

340

34-8

3.VR

500

-

33-8

34-8

357

367

Deflectionin Inches.

■1

•15

•2

•25

•3

•35

•4

*45

■5

•55

•6

•65

7

75

-

8*5

■9

•95

1-0

V V