EXAMPLES OF PRESTRESSED CONCRETE PAVEMENT DESIGN - continued - ufc3-260-20325

EXAMPLES OF PRESTRESSED CONCRETE PAVEMENT DESIGN - continued - ufc3-260-20324

Figure 16-1. Stress repetitions versus load repetition factor

ufc3-260-2
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UFC 3-260-02

30 June 2001

would be needed and the required cross-sectional area of the tendons would be 0.50 square inch.

Therefore, a 13/16-inch-diameter tendon would provide the required prestressing.

16-9

Western Governors University

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