Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction
Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction
The book Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction was written by author Here you can read free online of Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction a good or bad book?
Where can I read Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction for free?
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 Construction 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 Construction
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 Construction 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 Construction
What reading level is Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction book?
To quickly assess the difficulty of the text, read a short excerpt:
— ^The thickness of the bearing-plate when made of steel, with an allowable shear value of 12,000 lbs. per square inch to sustain safely the imposed load of 325,257 lbs.
^2C 2*? 7" applied by a column section of 26.3 square-inch area, — .
■= =1 square mch.
12,000 ^ The other dimensions of the bearing-plate must be such as.
to provide sufficient area to properly distribute the load over the masonry foundation.
A stone sill or cap is generally provided, surmounting the pier and directly supportin...g the bearing-plate. The unit load which it is considered good practice to allow upon a monolithic capstone is taken at from 15 to 30 tons per square foot of bear- ing, depending upon the character of the stone used. Assuming 20 tons per square foot as a reasonable average, — ^==8 square feet, or ^1152 = 34X34 inch plate required.
Stability of Structure and Anchorage.— Investigating the stability of the structure upon the principle previously explained, with the direction of the wind normal to the side of the square formed by the tower frame, the tendency would be to overturn about the base of the two leeward columns, and this must be DESIGNING, 219 resisted by anchorage where the resisting moment is less than the overturning moment.
What to read after Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction?
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:
— ^The thickness of the bearing-plate when made of steel, with an allowable shear value of 12,000 lbs. per square inch to sustain safely the imposed load of 325,257 lbs.
^2C 2*? 7" applied by a column section of 26.3 square-inch area, — .
■= =1 square mch.
12,000 ^ The other dimensions of the bearing-plate must be such as.
to provide sufficient area to properly distribute the load over the masonry foundation.
A stone sill or cap is generally provided, surmounting the pier and directly supportin...g the bearing-plate. The unit load which it is considered good practice to allow upon a monolithic capstone is taken at from 15 to 30 tons per square foot of bear- ing, depending upon the character of the stone used. Assuming 20 tons per square foot as a reasonable average, — ^==8 square feet, or ^1152 = 34X34 inch plate required.
Stability of Structure and Anchorage.— Investigating the stability of the structure upon the principle previously explained, with the direction of the wind normal to the side of the square formed by the tower frame, the tendency would be to overturn about the base of the two leeward columns, and this must be DESIGNING, 219 resisted by anchorage where the resisting moment is less than the overturning moment.
What to read after Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction?
You can find similar books in the "Read Also" column, or choose other free books by J N James Nisbit Hazlehurst to read onlineMoreLess
Read book Towers And Tanks for Water-Works. the Theory And Practice of Their Design And Construction for free
You can download books for free in various formats, such as epub, pdf, azw, mobi, txt and others on book networks site. Additionally, the entire text is available for online reading through our e-reader. Our site is not responsible for the performance of third-party products (sites).
Write Review:
Guest
Read Also
8 / 10
8 / 10
User Reviews: