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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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1302

THEORY AND PRACTICE OF ENGINEERING.

Cook II.

In the foregoing tables the primitive horizontal strength of oak is considered as 1000,its vertical strength at 807, and its cohesive or absolute strength at 1821 : for its appli-cation to the other species of timber the following table has been calculated : —

Primitive or.

Primitive

Vertical

Strength.

Strength.

Apricot

1096

1255

2040

Acacia, yellow

-

-

-

-

780

1228

1560

Arbutus

-

-

-

-

857

1062

1620

Alder

-

-

644

780

20S0

Ash

-

-

-

-

1072

1112

1800

Apple

.

-

-

-

976

903

1187

Aspen

-

-

-

624

717

1293

Birch

-

-

-

-

853

861

1980

Box

-

-

-

1160

1444

2324

Beech

.

.

-

_

1032

986

2480

Cedar

.

-

-

_

627

720

1740

Cherry

.

-

961

986

1912

Chestnut

-

-

_

957

950

1944

- horse

-

►

-

.

931

689

1231

Citron

-

-

-

.

1192

871

1460

Cypress

-

-

-

682

869

1880

Ebony

-

-

-

1155

1062

2321

Elder

-

-

-

1072

789

1500

Elm

-

-

-

-

1077

1075

1980

Fir

-

-

.

-

918

851

1250

Lemon

-

-

-

1087

858

1400

Larch

-

-

-

.

843

902

1460

Lignum vita?

-

-

-

.

707

741

1113

Lime

-

-

_

.

750

717

1407

Maple, foreign

-

-

-

-

1094

843

2094

Mulberry

-

-

-

-

981

1031

1050

Oak

.

-

.

1000

807

1821

Orange

-

.

-

.

1180

843

2340

Pine tree

•

.

.

_

882

804

1041

Plane

-

-

.

_

728

830

1916

-, Oriental

-

.

.

776

874

931

-, Occidental

.

-

_

853

941

1031

Poplar

.

.

-

.

586

680

940

Plum

-

.

.

_

950

843

1770

Pear

-

.

.

850

816

1680

Sycamore

-

-

-

_

900

968

1564

Service

-

-

965

981

1642

Tulip tree -

-

-

.

-

563

682

981

"Walnut

-

-

-

900

733

1120

-, American

-

-

-

.

864

701

1020

Yew

-

-

-

-

1037

1375

2287

This is deduced from pieces 19*188 lines English square.

When a piece of timber is put in an upright position, it seems at first that it will carrythe same weight, whatever may be its length; but experience shows us that when a postis more than seven or eight times the width of its base in height, it bends under theweight, previous to crushing or giving way. When a post is 100 times its diameter, it isincapable of maintaining an upright position, and then we find its strength diminishes inrelation to the height: to crush a piece of oak which is too short to bend, it requires 49-72pounds avoirdupois for every -Jjjjgj area of an inch at its base, and for fir timber 56-16 pounds.

Rondelet used cubes of oak and fir in the experiments he made, and found they diminishedin height by compression previous to disuniting, the first more than a third, the latter ahalf: when either of these timbers are of a length to bend under the weight imposedupon them, they immediately have their strength diminished, and he found the meanstrength of oak to be 47*52 pounds avoirdupois for a cube of of an inch, which isreduced to 2-16 pounds, when the height is as much as 72 times the width of the base:for a cube whose height was 1, the strength was taken as 1; for a post equal to 12times its base, the strength was five-sixths; for 24 times, a half only ; for 36 times, a third}