The compressive strength of samples of cement can be modeled by a normal distribution with a mean of 6000 kilograms per square centimeter(Kg/cm2 ) and a variance of 10000.
1) What is the probability that a sample’s strength is less than 6250Kg/cm2 ?
2) What is the probability that a samples strength is between 5800 and 5900Kg/cm2?
3) What strength is exceeded by 95% of the samples?
The compressive strength of samples of cement can be modeled by a normal distribution with a mean of 6000 kilograms per square centimeter(Kg/cm2 ) and a variance of 10000.
1) What is the probability that a sample’s strength is less than 6250Kg/cm2 ?
Z value for 6250, z = (6250-6000)/sqrt(10000) =2.5
P( x <6250) = P( z < 2.5)
=0.9938
2) What is the probability that a samples strength is between 5800 and 5900Kg/cm2?
Z value for 5800, z = (5800-6000)/sqrt(10000) =-2
Z value for 5900, z = (5900-6000)/sqrt(10000) =-1
P( 5800<x<5900) = P( -2<z<-1)
=P( z < -1) –P( z < -2) =0.1587-0.0228
=0.1359
3) What strength is exceeded by 95% of the samples?
Z value for top 95% = -1.645
Sd= sqrt(10000) =100
X= mean+z*sd = 6000-1.645*100
=5835.5
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