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A finie element model was carried out for prestresses precast beam and cast in situ slab bridge. This structural model was subjected to 1.8 AASHTO truck loading.

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Page 1: Effect of skew angle on distribution of bending moments in bridge slabs
Page 2: Effect of skew angle on distribution of bending moments in bridge slabs
Page 3: Effect of skew angle on distribution of bending moments in bridge slabs
Page 4: Effect of skew angle on distribution of bending moments in bridge slabs
Page 5: Effect of skew angle on distribution of bending moments in bridge slabs
Page 6: Effect of skew angle on distribution of bending moments in bridge slabs
Page 7: Effect of skew angle on distribution of bending moments in bridge slabs

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