The Design of Highway Bridges of Steel, Timber And Concrete
The Design of Highway Bridges of Steel, Timber And Concrete
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In our eReader you can find the full English version of the book. Read The Design of Highway Bridges of Steel, Timber And Concrete 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 The Design of Highway Bridges of Steel, Timber And Concrete
What reading level is The Design of Highway Bridges of Steel, Timber And Concrete book?
To quickly assess the difficulty of the text, read a short excerpt:
The maximum unit shear is A- b'j'd '-'^hTd 1.15 4»550 12 X 5.25 > 83 lb. per sq. in.
The shear is punching shear and it is not necessary to calculate bond stress.
The thickness of slab from Table II, Chapter X, is 6.25 in.
6. DESIGN OF FLOORBBAMS.^As previously noted the floorbeams will be spaced 4' o" centers, the end floorbeams being of the same section as the intermediate floorbeams. In determining the amount of the axle load carried by one floorbeam the load may be considered as distributed... over a distance of 12 ft. parallel to the axle. The percentage of the axle load carried by one floorbeam is equal to the spacing divided by 6 (S 19). The load carried by one floorbeam and including 30 per cent impact is J X 1.30 X 20.000 =- 17,300 lb.
The live load bending moment in the floorbeam is, from (a) Fig. 11.
I /7300/bi\ I 7780/i?, I J Ij t k-/2'—y\ 'k34Z'i^-a42' ^-- -/?'-- -4 )^---/8.85-—>\ \k---/8.8r--^ \i----/8.8S----i\ (3) (b) Fig. II.
(o) J^L - J X 17,300 X § X 18.83 - J X 17,300 X § X 6 - 55,600 ft.-lb.
What to read after The Design of Highway Bridges of Steel, Timber And Concrete?
You can find similar books in the "Read Also" column, or choose other free books by Milo S Milo Smith Ketchum to read onlineMoreLess
To quickly assess the difficulty of the text, read a short excerpt:
The maximum unit shear is A- b'j'd '-'^hTd 1.15 4»550 12 X 5.25 > 83 lb. per sq. in.
The shear is punching shear and it is not necessary to calculate bond stress.
The thickness of slab from Table II, Chapter X, is 6.25 in.
6. DESIGN OF FLOORBBAMS.^As previously noted the floorbeams will be spaced 4' o" centers, the end floorbeams being of the same section as the intermediate floorbeams. In determining the amount of the axle load carried by one floorbeam the load may be considered as distributed... over a distance of 12 ft. parallel to the axle. The percentage of the axle load carried by one floorbeam is equal to the spacing divided by 6 (S 19). The load carried by one floorbeam and including 30 per cent impact is J X 1.30 X 20.000 =- 17,300 lb.
The live load bending moment in the floorbeam is, from (a) Fig. 11.
I /7300/bi\ I 7780/i?, I J Ij t k-/2'—y\ 'k34Z'i^-a42' ^-- -/?'-- -4 )^---/8.85-—>\ \k---/8.8r--^ \i----/8.8S----i\ (3) (b) Fig. II.
(o) J^L - J X 17,300 X § X 18.83 - J X 17,300 X § X 6 - 55,600 ft.-lb.
What to read after The Design of Highway Bridges of Steel, Timber And Concrete?
You can find similar books in the "Read Also" column, or choose other free books by Milo S Milo Smith Ketchum to read onlineMoreLess
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