A simply supported prestressed beam of span
8m is subjected to an uniformly distributed loading of
8kN/m on its entire span. The prestressing force of
200kN is applied to tendons at an uniform eccentricity of
50mm. The flexural rigidity of beam is
2.5×104kN/m2. The net increase in length (in mm, rounded off to two decimal place) of the tendons is ____.
- 0.18