When one end is fixed, and the other projecting, the strength is inversely as the distance of the weight from the section acted upon; and the strain upon any section is directly as the distance of the weight from that section.

When both ends are supported only, the strength is 4 times greater for an equal length, when the weight is applied in the middle between the supports, than if one end only is fixed.

When both ends are fixed, the strength is 6 times greater for an equal length, when the weight is applied in the middle, than if one end only is fixed, or one-half stronger than if both ends were merely supported. +

When the weight or strain is uniformly distributed, a beam will sustain double the weight that it would bear if the load was all at the centre.

* From one-fourth to one-seventh of the breaking-weight is a safe-load.

+ If a beam is supported two or three feet from each end, a weight applied in the centre would cause the ends to tip up as the middle went down; but if the ends were flxeri, - say, for example, built into a brick wall, - the beam would sustain one-half more weight than if the ends were merely supported.

Reduced to the Uniform Measure of One Inch Square, and One Foot in Length, extending horizontally, fixed at One End. Weight suspended from the Other.

METALS.

Breaking-Weight.

Safe-Load.

lbs.

lbs.

Cast-iron.........................

507

125

to

to

772

250

" " mean . .

681

170

to

225

Wrought-iron . . .

600

160

to

to

700

200

Steel (greatest) . .

1,918

350

to

450

" puddled (per- manent bent)

170

800

to

225

Copper...........................

-

55

Brass.............................

-

58

STONES (American).

Flagging (blue) . .

31

10

Freestone (Conn.)

13

4

" (Dorchester...............................

10.8

3.5

Freestone (N.Jersey)

17.8

6

to

to

20.1

6.5

Freestone (N.York) ,

24

8

Granite, blue, coarse,

18

6

" (Quincy, Mass.).....

26

8.5

WOODS.

Breaking-Weight.

Safe-Load.

lbs.

lbs.

Ash.......

168

55

Beech..................................

130

32

Birch......

160

40

Chestnut...............................

160

53

Deal (Christiana) . .

137

45

Elm.......

125

30

Hickory.............................

250

65

Locust...............................

295

80

Maple.................................

202

65

Norway Pine ..................

123

40

Oak, African .................

208

50

" American white .

230

50

" " live .

245

55

" English ..............

140

35

to

to

188

45

Pitch-pine (American)

160

50

Riga Fir................................

94

30

Teak.......

206

60

White Pine (Amer.) .

130

45

Whitewood ..................

116

38

* The safe-load of any material is from one-fourth to one-seventh of its breaking-weight.