A concrete beam may fail by shear or flexure. The failure probability in shear is 0.01, and

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A concrete beam may fail by shear or flexure. The failure probability in shear is 0.01, and the failure probability in flexure is 0.05 for the following cases: (1) the failure events in shear and flexure are independent, (2) the failure events in shear and flexure are perfectly and positively dependent, and

(3) the conditional probability of shear given flexural failure = 0.75.

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