This section is from the book "Notes On Building Construction", by Henry Fidler. Also available from Amazon: Notes on building construction.
The following abstract of records of experiments on the holding power of nails may be useful : -
Holding Power of Wrought Iron Tenpenny Nails, 77 to the lb., about 3 inches long, nailed through a 1-inch board into a block, from which it was dragged in a direction perpendicular to length of nails.1
No. of Nails in Foot. | Kind of Plank. | Kind of Block. | Average Breaking Weight per Nail. |
lbs. | |||
8 | Pine | Pine | 380 |
8 | Oak | >> | 415 |
8 | ,, | Oak | 465 |
4 | Pine | Pine | 341 |
4 | Oak | ,, | 446 |
4 | ,, | Oak | 551 |
12 | Pine | Pine | 612 |
12 | Oak | ,, | 555.5 |
No. of Nails in Square Foot. | Kind of Plank. | Kind of Block. | Average Breaking Weight per Nail. |
lbs. | |||
12 | Oak | Oak | 542.5 |
6 | Pine | Pine | 463.5 |
6 | Oak | ,, | 332.5 |
6 | ,, | Oak | 437.5 |
16 | Pine | Pine | 289 |
16 | Oak | ,, | 420 |
16 | ,, | Oak | 433 |
The surfaces in contact were from 1 to 2 square feet. The average strength decreased generally with the increase of surface.
Adhesive Force of Nails forced into dry Christiania Deal at right angles to grain of wood.2
Number to the lb. | Length in inches. | Length forced into the Wood. | Force in lbs. required to extract. | |
Fine sprigs .... | 4,560 | 0,44 | 0.40 | 22 |
,, .... | 3,200 | 0.53 | 0.44 | 37 |
Threepenny brads . | 618 | 1.25 | 0.50 | 58 |
Cast-iron nails | 380 | 1.00 | 0.50 | 72 |
Wrought iron 6d. nails . | 73 | 2.50 | 1.00 | 187 |
,, ,, | .. | .. | 1.50 | 327 |
,, ,, ,, | .. | .. | .2.00 | 530 |
,, 5d. ,, | 139 | 2.00 | 1.50 | 320 |
The relative adhesion when driven transversely and longitudinally is in deal about 2 to 1, in elm about 4 to 3.
To extract a common sixpenny nail from a depth of 1 inch required -
lbs. | |
Beech, dry, across grain . | 167 |
Deal, Christiania, dry, do. | 187 |
Do., do., with grain | 87 |
lbs. | |
Elm, dry, across grain . | 327 |
Do. do., with grain | 257 |
Oak, do., across grain . | 507 |
Sycamore, green, do. | 312 |
From experiments by Lieutenant Fraser, E.E., it appears that the holding power of spike nails in fir is 460 to 730 lbs. per inch in length.
1 Haupt's Military Bridges.
2 Tredgold, Bevan's Experiments.
 
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