The designed prestressed concrete element should satisfy the limits specified for permissible stresses at transfer stage as well as service condition. The prestressing force ‘P’ and eccentricity ‘e’ evaluated from those limits are

• A. Maximum value of ‘P’ and maximum value of ‘e’
• B. Maximum value of ‘P’ and minimum value of ‘e’
• C. Minimum value of ‘P’ and maximum value of ‘e’
• D. Minimum value of ‘P’ and minimum value of ‘e’