Safe Building a Treatise Giving in the Simplest Forms Possible the Practical
Safe Building a Treatise Giving in the Simplest Forms Possible the Practical
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In our eReader you can find the full English version of the book. Read Safe Building a Treatise Giving in the Simplest Forms Possible the Practical 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 Safe Building a Treatise Giving in the Simplest Forms Possible the Practical
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To quickly assess the difficulty of the text, read a short excerpt:
54 = — 684 pounds.
336 336. 28 Relief through The construction, therefore, must be radically iron-work. Changed, if the loads cannot be altered. If the arches are needed as ornamental features, they should be constructed to carry their own weight only, and iron-work overhead should carry the loads, and bear either nearer to, or directly over, the piers, as farther trials and calculations might call for. If this is done the wall To avoid should be left hollow under all but the ends of iron- crac...ks, work until it gets its " set " ; that is, until it has taken its full load and deflection ; and then the wall should be pointed with soft " putty " mortar.
Example VII. The foundations of a building rest on brick piers 6' wide and 18' apart. The piers are joined by 32" brick inverted arches and tied to- gether 8' above the spring of the arch. Piers and arches are 3' thick. Load on central piers is 72 tons ; on end pier 60 tons. Is this con- struction safe ?
Inverted We will first examine the inner or left pier.
What to read after Safe Building a Treatise Giving in the Simplest Forms Possible the Practical?
You can find similar books in the "Read Also" column, or choose other free books by Louis De Coppet Berg to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
54 = — 684 pounds.
336 336. 28 Relief through The construction, therefore, must be radically iron-work. Changed, if the loads cannot be altered. If the arches are needed as ornamental features, they should be constructed to carry their own weight only, and iron-work overhead should carry the loads, and bear either nearer to, or directly over, the piers, as farther trials and calculations might call for. If this is done the wall To avoid should be left hollow under all but the ends of iron- crac...ks, work until it gets its " set " ; that is, until it has taken its full load and deflection ; and then the wall should be pointed with soft " putty " mortar.
Example VII. The foundations of a building rest on brick piers 6' wide and 18' apart. The piers are joined by 32" brick inverted arches and tied to- gether 8' above the spring of the arch. Piers and arches are 3' thick. Load on central piers is 72 tons ; on end pier 60 tons. Is this con- struction safe ?
Inverted We will first examine the inner or left pier.
What to read after Safe Building a Treatise Giving in the Simplest Forms Possible the Practical?
You can find similar books in the "Read Also" column, or choose other free books by Louis De Coppet Berg to read onlineMoreLess
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