Thank you very much for your response!
When explaining my problem I took 1 tendon, but in reality there are 4 tendons on each web with a force of cca. 14000kN (28000kN both) with total eccentricity of 7cm. Also the bridge is curved with R=666m.
I understand, that the whole web is under...
I'm designing a 4-span (30m+2*38m+30m) post-tensioned bridge – box girder, which shall be constructed span by span. The thickness of webs is 40cm (midspan) and 60cm (above supports +/-7.0m).
I want to have a HORIZONTAL tendon profile as simple as possible (only few horizontal deviations...
