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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
Q. Roadworks - filler and binder in bituminous pavement? In bituminous materials, course aggregates perform the bulking action of mixture and contributes to stability of result
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by estimation
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These days in Portugal is really difficult to get a job. So my question, is there any company that have online jobs in designing and calculating structures?
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