Experimental Essays on the Principles of Construction in Arches, Piers, Buttresses, Etc PDF Download
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Author: William Bland
Publisher:
ISBN:
Category : Arch bridges
Languages : en
Pages : 164
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Author: William Bland
Publisher:
ISBN:
Category : Arch bridges
Languages : en
Pages : 164
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Author: William BLAND (of Hartlip, Sittingbourne.)
Publisher:
ISBN:
Category :
Languages : en
Pages : 202
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Author: William Bland
Publisher:
ISBN:
Category : Arch bridges
Languages : en
Pages : 174
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Author: William Bland
Publisher: Sagwan Press
ISBN: 9781296958909
Category :
Languages : en
Pages : 190
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This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work. This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work.As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.
Author: William Bland
Publisher: Sagwan Press
ISBN: 9781376602388
Category :
Languages : en
Pages : 164
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Book Description
This work has been selected by scholars as being culturally important, and is part of the knowledge base of civilization as we know it. This work was reproduced from the original artifact, and remains as true to the original work as possible. Therefore, you will see the original copyright references, library stamps (as most of these works have been housed in our most important libraries around the world), and other notations in the work. This work is in the public domain in the United States of America, and possibly other nations. Within the United States, you may freely copy and distribute this work, as no entity (individual or corporate) has a copyright on the body of the work. As a reproduction of a historical artifact, this work may contain missing or blurred pages, poor pictures, errant marks, etc. Scholars believe, and we concur, that this work is important enough to be preserved, reproduced, and made generally available to the public. We appreciate your support of the preservation process, and thank you for being an important part of keeping this knowledge alive and relevant.
Author: William Bland
Publisher: Rarebooksclub.com
ISBN: 9781230166902
Category :
Languages : en
Pages : 44
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This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1862 edition. Excerpt: ...which shows a specimen of a series of cross arches, and pillars or piers. The particulars of the dimensions are as follows: --The span between the piers is 13 ft. The height of the piers is 11 ft. 6 in. The height of the shaft is 10 ft. The diameter of each pier is 23 in.; and their horizontal section is something of the form shown at b. The height of the masonry over the crown of each arch is 2 ft. Now, in 13 ft. there are 156 in., which, divided by 6, gives 26 in. for the diameter of each pillar: but the diameter is 23 in., therefore 2 in. too small; consequently, each pier requires the reduction of 1 ft. 3 in. in the height, taken from the dimensions of the span; thus leaving 11 ft. 9 in. for the balancing height pf the piers: but the piers aro 11 ft. 6 in. As their proportions approach so near to each other, it is probable that a mistake might have been made in the measurement of the diameter, by having allowed a trifle too much. The above proportions exactly coincide with those required for arches and piers running in a single series, as in Hartlip Church. In the Lady Chapel, it has been stated that several series of arches and piers cross each other at right angles; there fore, according to the experiment (fig. 65 p. 66), they will, thus circumstanced, carry double the weight of a single series. The architects were fully aware of this, and availed themselves of it to give lightness and beauty to the structure, which they have admirably accomplished by the concave section up the four sides of every pillar. The dotted line a d terminates at d on the outer edge of the pillar: c c are the walls. Rochester Cathedral.--Fig. 92 shows a part of the crypt under the choir of this cathedral, consisting of a series of arches and piers crossing..
Author: William Bland
Publisher:
ISBN:
Category : Arches
Languages : en
Pages : 138
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Author: Francis Campin
Publisher:
ISBN:
Category :
Languages : en
Pages : 412
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Author: John Radford Young
Publisher:
ISBN:
Category : Nautical astronomy
Languages : en
Pages : 358
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Author: Lowis D'Aguilar Jackson
Publisher:
ISBN:
Category : Surveying
Languages : en
Pages : 526
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