Design of Proposed Arch Rib Concrete Bridge for North Sheridan Road, Waukegan, Ill.
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In our eReader you can find the full English version of the book. Read Design of Proposed Arch Rib Concrete Bridge for North Sheridan Road, Waukegan, Ill. 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 Design of Proposed Arch Rib Concrete Bridge for North Sheridan Road, Waukegan, Ill.
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To quickly assess the difficulty of the text, read a short excerpt:
75 Trials v/ere made graphically until the resultant of the thrust and the weight of the abutment plus the earth fill above came well within the middle third. The abutment was made 42' wide and built in three different heights as shown in one of the following blueprints. Concrete was figured .at 150^^ per cubic foot, and earth as 120# per cubic foot.
Design of Retaini ng Y/all .
The purpose of the retaining wall is to support the earth fill between the abutments and the end of the bridge.
Where... the wall is the highest, it will rest directly on the masonry and fastened to it by enough rods to overcom.e the effect of sliding. The top of the walls will be tied to- gether by means of rods extending through the floor slab, and the wall itself will be designed as a simple beam to take up the horizontal pressure of the earth.
One linear foot of wall will be considered only, and a thiclcness of 30" will be assumed for trial thickness.
As the top of the wall is tied, there will be no advantage in making the wall thicker at the bottom than at the top.
What to read after Design of Proposed Arch Rib Concrete Bridge for North Sheridan Road, Waukegan, Ill.?
You can find similar books in the "Read Also" column, or choose other free books by Smith, S. M to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
75 Trials v/ere made graphically until the resultant of the thrust and the weight of the abutment plus the earth fill above came well within the middle third. The abutment was made 42' wide and built in three different heights as shown in one of the following blueprints. Concrete was figured .at 150^^ per cubic foot, and earth as 120# per cubic foot.
Design of Retaini ng Y/all .
The purpose of the retaining wall is to support the earth fill between the abutments and the end of the bridge.
Where... the wall is the highest, it will rest directly on the masonry and fastened to it by enough rods to overcom.e the effect of sliding. The top of the walls will be tied to- gether by means of rods extending through the floor slab, and the wall itself will be designed as a simple beam to take up the horizontal pressure of the earth.
One linear foot of wall will be considered only, and a thiclcness of 30" will be assumed for trial thickness.
As the top of the wall is tied, there will be no advantage in making the wall thicker at the bottom than at the top.
What to read after Design of Proposed Arch Rib Concrete Bridge for North Sheridan Road, Waukegan, Ill.?
You can find similar books in the "Read Also" column, or choose other free books by Smith, S. M to read onlineMoreLess
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