In a simply supported prestressed concrete beam subjected to uniformly distributed load on entire span, the ideal shape of the cable profile will be

1
concentric with the center of cross-section
2
at constant eccentricity over the entire span
3
varying linearly with zero eccentricity at ends and maximum eccentricity at mid-span
4
parabolic with zero eccentricity at ends and maximum eccentricity at mid-span

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