| Title |
Design Bending Moment of Cantilever Slab for Long Span decks with KL-510 Load |
| Authors |
정철헌(Chung, Chulhun) ; 주상훈(Joo, Sanghoon) ; 이한주(Lee, Hanjoo) |
| DOI |
https://doi.org/10.12652/Ksce.2016.36.4.0595 |
| Keywords |
캔틸레버 바닥판;KL-510 하중;장지간 바닥판;설계휨모멘트 Cantilever slabs;KL-510 load;Long span decks;Design bending moments |
| Abstract |
This paper proposed the design bending moments of cantilever slabs with KL-510 load according to span length of long span decks. Their span length range is from 6.0 to 12.0 meter, and length of cantilever slabs is from 30 to 50 percent of their span length. The effects of orthotropic concrete decks, stiffness of steel girders and multiple lane loading factors (MLLF) were reflected in the design bending moments. The proposed design bending moments of cantilever slabs were compared to the design bending moments with DB-24 load. |