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Rebuilding Kennedy road overbridge -- Right grillage skew girder bridge in prestressed concrete
Load distribution coefficients for analysis of orthotropic parallelogram plates or skew interconnected grids used in construction of skew road overbridge spanning across suburban tracks in Bombay, India; new bridge was constructed on single span of 147 ft with 90 ft wide deck at 58° skew angle; prestressed concrete superstructure is analyzed as right grillage skew girder grid by application of A.W.Hendry and L.G.Jaeger method neglecting torsional rigidity of girders and rigidity afforded by slab. (03292)
Rebuilding Kennedy road overbridge -- Right grillage skew girder bridge in prestressed concrete
Load distribution coefficients for analysis of orthotropic parallelogram plates or skew interconnected grids used in construction of skew road overbridge spanning across suburban tracks in Bombay, India; new bridge was constructed on single span of 147 ft with 90 ft wide deck at 58° skew angle; prestressed concrete superstructure is analyzed as right grillage skew girder grid by application of A.W.Hendry and L.G.Jaeger method neglecting torsional rigidity of girders and rigidity afforded by slab. (03292)
Rebuilding Kennedy road overbridge -- Right grillage skew girder bridge in prestressed concrete
J Inst Eng (India)
Rane, V.K.J. (author)
1968
22 pages
5 Folding sheets
Article (Journal)
English
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