Specifications And Contract for a Masonry Dam And Spillway
Specifications And Contract for a Masonry Dam And Spillway
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All con- nections between the plates shall be riveted lap splices for both the horizontal and vertical joints.
21 There shall be at every joint a single row of three-quarter inch rivets spaced three inches apart. They shall be carefully driven, the heads being closely pressed down with special reference to the exclusion of water.
The edges of the plates on the upper surface shall be calked, preferably by suitable machinery, so that the entire sheeting shall be strictly water-tight under the gre...atest hydraulic pressure prevailing. The edges of all plates must be, in the opinion of the Engineer, sufficiently smooth to allow of sufficient calking. Whenever this is not the case, they must be planed off to a smooth surface.
The plates covering the arched surface shall be as large as practicable so as to have the least number of joints. A vertical joint shall be made on the line that the arch springs from the pier, the flat plate being bent to the proper angle to make a lap joint with the curved plate.
What to read after Specifications And Contract for a Masonry Dam And Spillway?
You can find similar books in the "Read Also" column, or choose other free books by Pioneer Electric Power Co to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
All con- nections between the plates shall be riveted lap splices for both the horizontal and vertical joints.
21 There shall be at every joint a single row of three-quarter inch rivets spaced three inches apart. They shall be carefully driven, the heads being closely pressed down with special reference to the exclusion of water.
The edges of the plates on the upper surface shall be calked, preferably by suitable machinery, so that the entire sheeting shall be strictly water-tight under the gre...atest hydraulic pressure prevailing. The edges of all plates must be, in the opinion of the Engineer, sufficiently smooth to allow of sufficient calking. Whenever this is not the case, they must be planed off to a smooth surface.
The plates covering the arched surface shall be as large as practicable so as to have the least number of joints. A vertical joint shall be made on the line that the arch springs from the pier, the flat plate being bent to the proper angle to make a lap joint with the curved plate.
What to read after Specifications And Contract for a Masonry Dam And Spillway?
You can find similar books in the "Read Also" column, or choose other free books by Pioneer Electric Power Co to read onlineMoreLess
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