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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
Method to calculate the loss of prestress When the consider creep in regard to loss of prestress, we have to see that the prestressed member is under compressive stresses due
example of continuity
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Definatiom
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