A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Much time and study have been given to designing the floors of our railway bridges. Notwithstanding this, the floor is the most usual source of weakness to-day. In most cases this weakness is due to an insufficient depth from base of rail to clearance line. The grade line is usually placed so near extreme high water that there is not room for a properly designed floor.
Much time and study have been given to designing the floors of our railway bridges. Notwithstanding this, the floor is the most usual source of weakness to-day. In most cases this weakness is due to an insufficient depth from base of rail to clearance line. The grade line is usually placed so near extreme high water that there is not room for a properly designed floor.
Thin Floors for Bridges
Robinson, Albert F. (author)
Transactions of the American Society of Civil Engineers ; 27 ; 483-499
2021-01-01
171892-01-01 pages
Article (Journal)
Electronic Resource
Unknown
| Engineering Index Backfile | 1892
Discussion on Thin Floors for Bridges
| ASCE | 2021
Discussion on Thin Floors for Bridges
| ASCE | 2021
Engineering Index Backfile | 1893
| Engineering Index Backfile | 1948