Distribution factors: Difference between revisions
Jump to navigation
Jump to search
No edit summary |
No edit summary |
||
| (3 intermediate revisions by the same user not shown) | |||
| Line 4: | Line 4: | ||
* [http://www.ce.udel.edu/cibre/reu/02reports/Nesvold.doc Scott Nesvold: LIVE-LOAD DISTRIBUTION FACTORS FOR GIRDER BRIDGES, 2002] | * [http://www.ce.udel.edu/cibre/reu/02reports/Nesvold.doc Scott Nesvold: LIVE-LOAD DISTRIBUTION FACTORS FOR GIRDER BRIDGES, 2002] | ||
{{Bridge Design}} | |||
Latest revision as of 03:26, 18 February 2009
Live load distribution factors are used to determine the proportion of live load that is carried by a single girder on a girder type of bridge. The distribution factors depend on many variables, such as relative deck and girder stiffness, skew angles, etc., and typically provide conservative estimate of load carried by one girder in lie of more complicated analysis, such as grid analysis.
External Links
| Home > Topics > Bridge Design e | |
| Overview | Overview · Bridge Software · Bridge Design · Resources |
| Fixed Bridges | Girder Bridges · Arch · Integral · Suspension · Stressed ribbon · Network arch |
| Steel Bridges | Plate Girder · Tub Girder |
| Concrete Bridges | Concrete Box Girder · Prestressed concrete bridge · Segmental |
| Movable Bridges | Bascule · Vertical lift · Swing |
| Miscellaneous | Bridge design manuals and bridge details · Distribution factors · Scour · Culvert |