Bridge And Structural Design
Bridge And Structural Design
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In our eReader you can find the full English version of the book. Read Bridge And Structural Design 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 Bridge And Structural Design
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The longitudinal shear per lineal inch, at any point on the rivet line, is equal to the vertical shear at the point, divided by the distance, in inches, centre to centre of the rivets in the vertical legs of the top and bottom flange angles ; and the amount of this shear to be transferred by the rivets to the flanges is proportioned to Area of one flange at the point. Area of one flange + }i of web plate.
BRIDGE AND STRUCTURAL DESIGN.
Rivet spacing in panel a b.
Shear at centre of panel = 90, 0...00 Ibs.
Distance centre to centre of rivets in vertical legs of top and bottom flange angles = 56 inches.
Net area of one flange at this point = 6. 41 J/b of 59 >^ X T V web plate = 2. 32 6. 73 sq. Ins.
Vertical load on rivets = 330 Ibs. Per lineal inch. Bearing value of one ^ rivet on -fy plate = 4, 690 Ibs.
90, 000 Then, longitudinal shear per lineal inch at rivet line = longitudinal shear per lineal inch on rivets = 1, 610 X ^~J^ resultant stress on rivets per lineal inch = = 1, 610 Ibs.
= i.
What to read after Bridge And Structural Design?
You can find similar books in the "Read Also" column, or choose other free books by W Chase William Chase Thomson to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
The longitudinal shear per lineal inch, at any point on the rivet line, is equal to the vertical shear at the point, divided by the distance, in inches, centre to centre of the rivets in the vertical legs of the top and bottom flange angles ; and the amount of this shear to be transferred by the rivets to the flanges is proportioned to Area of one flange at the point. Area of one flange + }i of web plate.
BRIDGE AND STRUCTURAL DESIGN.
Rivet spacing in panel a b.
Shear at centre of panel = 90, 0...00 Ibs.
Distance centre to centre of rivets in vertical legs of top and bottom flange angles = 56 inches.
Net area of one flange at this point = 6. 41 J/b of 59 >^ X T V web plate = 2. 32 6. 73 sq. Ins.
Vertical load on rivets = 330 Ibs. Per lineal inch. Bearing value of one ^ rivet on -fy plate = 4, 690 Ibs.
90, 000 Then, longitudinal shear per lineal inch at rivet line = longitudinal shear per lineal inch on rivets = 1, 610 X ^~J^ resultant stress on rivets per lineal inch = = 1, 610 Ibs.
= i.
What to read after Bridge And Structural Design?
You can find similar books in the "Read Also" column, or choose other free books by W Chase William Chase Thomson to read onlineMoreLess
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