Pre Engineering Question:

Explain me in case if concrete box girder bridges how is the number of cells determined?


When the depth of a box girder bridge exceed 1/6th or 1/5th of the bridge width then the design recommended is that of a single cell box girder bridge. But in case the depth of the bridge is lower than 1/6th of the bridge width then a twin-cell or in some cases multiple cell is the preferred choice. One should also note that even in the cases of wider bridges where there depths are comparatively low the number of cells should be minimized. This is so as there is noticeably not much improvement in the transverse load distribution when the number of cells of the box girder is higher than three or more.

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Explain me what do you understand by “preset” during the installation process of bridge bearings?Explain me why is propping required for long structures once the formwork is removed?