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Q. Joint continuity influenced by inclined bridge deck?
Bearings are generally designed to sit in a horizontal plane so as to avoid the effect of extra horizontal force and uneven pressure distribution resulting from non-horizontal placing of bearings. For an inclined bridge deck subject to a large longitudinal movement, a sudden jump is induced at expansion joint and discontinuity of joint results. To solve this problem an inclined bearing in place of a truly horizontal bearing is adopted if piers can take up induced horizontal forces.
Fig. The effect of inclined bridge deck on joint discontinuity
Could someone please help me understand the basics of bridge designing
kankar lime
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