Civil Engineers Pocket book
Civil Engineers Pocket book
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In our eReader you can find the full English version of the book. Read Civil Engineers Pocket book Online - link to read the book on full screen. Our eReader also allows you to upload and read Pdf, Txt, ePub and fb2 books. In the Mini eReder on the page below you can quickly view all pages of the book - Read Book Civil Engineers Pocket book
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To quickly assess the difficulty of the text, read a short excerpt:
It is plain that these are weak, and would break off under a much less load than would injure the shaft of the pillar. When such projecting ornaments are required, they should be cast separately, and be at- tached to a prolongation of the shaft, as c d, by iron pins or rivets.
Ordinarily, it is better to adopt a more simple style of base and cap, which, as at 6, can be cast in one piece with the pillar, without weakening it.
Fig-. 19.
Fig. 20.
When a flat-ended pillar, Fig. 20, is so irregularl...y fixed, that the pressure upon it passes along its diagonal a a, it loses much of its strength. Hence the necessity for equalizing, as far as possible, the pressure over every part of the top and bottom of the pillar ; a point very difficult to secure in practice.
f In important cases both ends should be planed perfectly true.
SHEARING AND TORSION.
499 SHEARINO STRENGTH.
op th pressure of the weight, W, and (2) the upward reaction of the support, A. In single shear, Fig 1, the shearing area, a, = the section g g.
What to read after Civil Engineers Pocket book?
You can find similar books in the "Read Also" column, or choose other free books by John C John Cresson Trautwine to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
It is plain that these are weak, and would break off under a much less load than would injure the shaft of the pillar. When such projecting ornaments are required, they should be cast separately, and be at- tached to a prolongation of the shaft, as c d, by iron pins or rivets.
Ordinarily, it is better to adopt a more simple style of base and cap, which, as at 6, can be cast in one piece with the pillar, without weakening it.
Fig-. 19.
Fig. 20.
When a flat-ended pillar, Fig. 20, is so irregularl...y fixed, that the pressure upon it passes along its diagonal a a, it loses much of its strength. Hence the necessity for equalizing, as far as possible, the pressure over every part of the top and bottom of the pillar ; a point very difficult to secure in practice.
f In important cases both ends should be planed perfectly true.
SHEARING AND TORSION.
499 SHEARINO STRENGTH.
op th pressure of the weight, W, and (2) the upward reaction of the support, A. In single shear, Fig 1, the shearing area, a, = the section g g.
What to read after Civil Engineers Pocket book?
You can find similar books in the "Read Also" column, or choose other free books by John C John Cresson Trautwine to read onlineMoreLess
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