Effective slab width
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AASHTO
According to Standard Specifications for Highway Bridges (17th edition, 2002), in composite girder construction, the assumed effective width of the slab shall not exceed the following:
- One-fourth of the span length of the girder
- The distance center to center of girders
- Twelve times the least thickness of the slab
Stub
Note: this page is stub - it needs to be expanded to meet Structural Wiki standards. (all)