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*                    USING MULTIPLICATION FACTOR: EXP(-COEHEFF*FRACTION COHESIVE)

*                                   2 MODIFY NON-COHESIVE CRITICAL STRESS TO ACCOUNT FOR COHESIVE EFFECTS

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* COEHEFF2: COHESIVE EFFECTS COEFFICIENT

*

C36BISEDALISNDALIALTYPIALSTUPISEDEFFHBEDALCOEHEFFCOEHEFF2

120100.0300