That means no cushion case is performed as same there who have the 5 m depth of the cushion in identical SBC. It is finally concluded that an effect of depth of the cushion is governing after 5 m. However, more than 1 m depth caused more mid-span moment due to superimposed load. It is noted that, if a height of the cushion is an increase about a 1 m then live load distributed over the large area and which caused a reduction in mid-span moment to a certain extent. /rebates/&252fbox-culvert-design-excel-sheet. The CivilWeb Stone Masonry Retaining Wall Design Spreadsheet comes complete with analysis tools which can be found. It is seen that the uniform 0.2 m thickens is required for all component of CD up to 6 m overburden. This spreadsheet is particularly aimed for creating the design of. All stability check as per Indian Road Congress standard is satisfied. To achieve quick summary of divergent sections and parts of diversified bridges, the bridge design excel sheet is made. Thirteen models of 1.5 m × 2.0 m size of the CD are analyzed and study the effect of an overburden on the axial and shear force, safe bearing capacity (SBC), sagging and moments and steel requirement. The aim of this paper is to compare the overburden effect (up to 6m) on the CD by using two-dimensional analysis in STAAD_Pro_V8i and excel spreadsheet. The cross drain (CD) structure near to upcoming over bridge is falling under upcoming approaches and structure is loaded due to additional fill.
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