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An experiment was conducted in which slabs of pavement were tested for their load carrying ability before cracking. 200 pavin

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Ano buono borason for dos ao Ans: Giren, u: 500 7911 l=500 foro femootoo 0 = 120 Assume normal distribution XNN (u=500, 52 (1

0 Probability density fonction of the Cracking load follows normal distribution. Yo normal distoibution. Plot ol 4-20 lao u l

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