Abstract
Abstract: Although there are numerous various kinds of bridge structures in the world, the skew culvert bridge is the subject of this essay. Skew bridges are unique in that they are frequently seen in hilly terrain and are also used in contemporary architecture. Skew slab bridges are an attempt to analyze in this dissertation. In order to achieve maximal stresses development on the slab, various I.R.C. loadings (Class 70R Tracked Vehicle) and live load positions have been taken into consideration in the analysis. For the skew bridge analysis, the thorough analysis and parametric investigation offered insightful information. The primary strategy is to examine the impact of various depths on the maximum shear force, bending moment, stresses, and reinforcing quantity, among other parameters, on the 170 , 300 and 570 skew angle respectively.
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