A Manual of the Mechanics of Engineering And of the Construction of Machines De
A Manual of the Mechanics of Engineering And of the Construction of Machines De
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In our eReader you can find the full English version of the book. Read A Manual of the Mechanics of Engineering And of the Construction of Machines De 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 A Manual of the Mechanics of Engineering And of the Construction of Machines De
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Required the line of resistance for a dam, the face of which has the batter m = I, the back n $, the crown breadth b = 10 ft. , assuming that the specific gravity of the material is 2.
We have here _ 2(3 A* + 60 A + 300) -4- ($ h + 30) A __ 1200+ 300 // + 17 A' 2 3 (3 A + 4~oV A) 24 (10 + A) therefore, for A = o, a = 5 ft. ; for A = 5 ft. , a =^ = 8-68 ft. ; 5000 for A = 10 ft. , a = - = 12-29 ft. ; 480 for A = 15 ft. , a = 9J~ = 15-87 ft. ; for // = 20 ft. , a = li ?? Ig . 44 f t-; etc.
For a ...very great height, we may put a = -- 7 - A and b - I h, therefore Since is greater than 0-4, such a dam would be safe against overturning even for an infinite height.
REMARK. According to the formula b = in the example, Vol. I. , Art. 280, if we put a = m h, hence and, therefore, in our last example, in which m i, h = b 10 ft.
159. Reservoir Sluices. For discharging the water from reservoirs we have sluices and waste weirs. The first run through the dam and serve to draw off the water as required.
What to read after A Manual of the Mechanics of Engineering And of the Construction of Machines De?
You can find similar books in the "Read Also" column, or choose other free books by Julius Ludwig Weisbach to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
Required the line of resistance for a dam, the face of which has the batter m = I, the back n $, the crown breadth b = 10 ft. , assuming that the specific gravity of the material is 2.
We have here _ 2(3 A* + 60 A + 300) -4- ($ h + 30) A __ 1200+ 300 // + 17 A' 2 3 (3 A + 4~oV A) 24 (10 + A) therefore, for A = o, a = 5 ft. ; for A = 5 ft. , a =^ = 8-68 ft. ; 5000 for A = 10 ft. , a = - = 12-29 ft. ; 480 for A = 15 ft. , a = 9J~ = 15-87 ft. ; for // = 20 ft. , a = li ?? Ig . 44 f t-; etc.
For a ...very great height, we may put a = -- 7 - A and b - I h, therefore Since is greater than 0-4, such a dam would be safe against overturning even for an infinite height.
REMARK. According to the formula b = in the example, Vol. I. , Art. 280, if we put a = m h, hence and, therefore, in our last example, in which m i, h = b 10 ft.
159. Reservoir Sluices. For discharging the water from reservoirs we have sluices and waste weirs. The first run through the dam and serve to draw off the water as required.
What to read after A Manual of the Mechanics of Engineering And of the Construction of Machines De?
You can find similar books in the "Read Also" column, or choose other free books by Julius Ludwig Weisbach to read onlineMoreLess
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