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Free Books / Architecture / The Building Trades Pocketbook / | ![]() |
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Table VIII Strength Of Metals In Pounds Per Square Inch. Part 2 |
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This section is from the book "The Building Trades Pocketbook", by International Correspondence Schools. Also available from Amazon: Building Trades Pocketbook: a Handy Manual of reference on Building Construction.
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Compression. Lb. per Sq. In. |
Tension. Lb. per Sq. In. |
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Building Stone. |
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Bluestone.......................................... |
13,500 |
1,400 |
2,700 |
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Granite, average................................ |
15,000 |
600 |
1,800 |
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Connecticut................................... |
12,000 |
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New Hampshire............................. |
15,000 |
1,500 |
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Massachusetts............................... |
16,000 |
1,800 |
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New York...................................... |
15,000 |
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Limestone, average ......................... |
7,000 |
1,000 |
1,500 |
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Hudson River, N. Y..................... |
17,000 |
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Ohio................................................ |
12,000 |
1,500 |
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Marble, Vermont............................. |
8,000 |
700 |
1,200 |
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Sandstone, average.......................... |
5,000 |
150 |
1,200 |
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New Jersey ................................... |
12,000 |
650 |
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New York............................. |
10,000 |
1,700 |
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Ohio............................................ |
9,000 |
100 |
700 |
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Slate.................................................. |
10,000 |
4,000 |
5,000 |
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Stonework (strength of stone) ....... |
4/10 |
4/10 |
4/10 |
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Brick, light red............................ |
1,000 |
40 |
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Good common................................ |
10,000 |
200 |
600 |
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Best hard..................................... |
12,000 |
400 |
800 |
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Philadelphia pressed |
6,000 |
200 |
600 |
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1,000 |
50 |
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Good cement-and-lime mortar...... |
1,500 |
100 |
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Best cement mortar....................... |
2.000 |
300 |
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Terra cotta ...................................... |
5,000 |
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Terra-cotta work....................... |
2,000 |
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Cements, etc. |
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Cement, Rosendale, 1 mo. old......... |
1,200 |
200 |
200 |
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Portland, 1 mo. old...................... |
2,000 |
400 |
400 |
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Rosendale, 1 yr. old |
2,000 |
300 |
400 |
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Portland, 1 vr. old......................... |
3,000 |
500 |
800 |
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Mortar, lime, 1 yr. old...................... |
400 |
50 |
100 |
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Lime and Rosendale, 1 vr. old....... |
600 |
75 |
200 |
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Rosendale cement, 1 yr. old.......... |
1,000 |
125 |
300 |
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Portland cement, 1 yr. old............ |
2,000 |
250 |
600 |
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Concrete, Portland, 1 mo. old.......... |
1,000 |
200 |
100 |
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Rosendale, 1 mo. old...................... |
500 |
100 |
50 |
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Portland. 1 yr. old......................... |
2.000 |
400 |
150 |
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Rosendale, 1 yr. old...................... |
1,000 |
200 |
75 |
The values in the preceding table are ultimate, and from 1/10 to 1/30 of these values is used as the safe working strength of the materials.
The following table gives the safe working loads allowable in good practice for brickwork, masonry, and foundation soils:
 
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building construction, trades, structural design, masonry, bricklaying, carpentry, joinery, roofing, plastering, painting, plumbing, lighting, heating, ventilation
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