Towers And Tanks for Water Works the Theory And Practice of Their Design And C
Towers And Tanks for Water Works the Theory And Practice of Their Design And C
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In our eReader you can find the full English version of the book. Read Towers And Tanks for Water Works the Theory And Practice of Their Design And C 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 Towers And Tanks for Water Works the Theory And Practice of Their Design And C
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49 1 have reproduced your sketch (with some additions) showing the methods of supporting the tank at the tops of the posts. Owing to the posts having a batter, the post thrust against the bottom of the circular girder will have an inward horizontal radial com- ponent. From the original descrip- tion of the tower published in Engi- neering News of Sept. 5, 1895, I judge that the batter was about i to 8. With the tank full the horizontal radial component would, therefore, be about 36, 000 Ibs. , ...as indicated in Fig. 49. No special provision appears to have been made in the design to take care of these radial pressures, except as the lower flange of the circular girder may be capable of // withstanding them. In all designs / for water-towers these forces should be provided for, and usually are provided for by the use of a circular girder with its web horizontal. The company which builds more such structures than any other in the country uses solid-plate webs. The writer is accustomed to use a web system for this circular girder composed of angles.
What to read after Towers And Tanks for Water Works the Theory And Practice of Their Design And C?
You can find similar books in the "Read Also" column, or choose other free books by J N James Nisbit Hazlehurst to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
49 1 have reproduced your sketch (with some additions) showing the methods of supporting the tank at the tops of the posts. Owing to the posts having a batter, the post thrust against the bottom of the circular girder will have an inward horizontal radial com- ponent. From the original descrip- tion of the tower published in Engi- neering News of Sept. 5, 1895, I judge that the batter was about i to 8. With the tank full the horizontal radial component would, therefore, be about 36, 000 Ibs. , ...as indicated in Fig. 49. No special provision appears to have been made in the design to take care of these radial pressures, except as the lower flange of the circular girder may be capable of // withstanding them. In all designs / for water-towers these forces should be provided for, and usually are provided for by the use of a circular girder with its web horizontal. The company which builds more such structures than any other in the country uses solid-plate webs. The writer is accustomed to use a web system for this circular girder composed of angles.
What to read after Towers And Tanks for Water Works the Theory And Practice of Their Design And C?
You can find similar books in the "Read Also" column, or choose other free books by J N James Nisbit Hazlehurst to read onlineMoreLess
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