A Treatise On Bracing With Its Application to Bridges And Other Structures of Wo
A Treatise On Bracing With Its Application to Bridges And Other Structures of Wo
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In the form Figure 59, with the lower beam not acting as a tie when all the loading is on, the line of pressures, of course, corresponds with the line of the arch. But when the load is only placed on a space at the crown, the line of pressures resulting is shown by the dotted line in Figure 62. Where the line rises above the arch, the lower beam, im mediately beneath that part, acts negatively or as a tie ; and when the line falls within the arch, the lower beam, at that part of the span, acts ...positively, or as a strut, conveying part of the compression to the abutment. These observations upon the relation between the position of the line of pressures, with regard to the arch and the nature of the pressures induced in the lower beam, apply universally. Figures 63 and 64 give an idea of the positions the line may assume when half the length of the arch is loaded.
THE ARCH WITH EXTERNAL BRACING.
In this variety (exemplified by Figure 65), the line of pres sures for the fully-loaded arch does not necessarily coincide with the arch; for it has been demonstrated by Mr.
What to read after A Treatise On Bracing With Its Application to Bridges And Other Structures of Wo?
You can find similar books in the "Read Also" column, or choose other free books by Robert H Robert Henry Bow to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
In the form Figure 59, with the lower beam not acting as a tie when all the loading is on, the line of pressures, of course, corresponds with the line of the arch. But when the load is only placed on a space at the crown, the line of pressures resulting is shown by the dotted line in Figure 62. Where the line rises above the arch, the lower beam, im mediately beneath that part, acts negatively or as a tie ; and when the line falls within the arch, the lower beam, at that part of the span, acts ...positively, or as a strut, conveying part of the compression to the abutment. These observations upon the relation between the position of the line of pressures, with regard to the arch and the nature of the pressures induced in the lower beam, apply universally. Figures 63 and 64 give an idea of the positions the line may assume when half the length of the arch is loaded.
THE ARCH WITH EXTERNAL BRACING.
In this variety (exemplified by Figure 65), the line of pres sures for the fully-loaded arch does not necessarily coincide with the arch; for it has been demonstrated by Mr.
What to read after A Treatise On Bracing With Its Application to Bridges And Other Structures of Wo?
You can find similar books in the "Read Also" column, or choose other free books by Robert H Robert Henry Bow to read onlineMoreLess
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