Table 1. Failure Load for 200 mm cubic samples No Failure Load (kN) 1 1645 1638 3 1648 4 1671 5. 1648
Table 1. Failure Load for 200 mm cubic samples No Failure Load (kN) 1 1645 1638 3 1648 4 1671 5. 1648
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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in table 1, the failure load obtained from the compressive strength tests at the laboratory are presented. State wether those values are satisfactory according to TS-EN206-1:2004 or not. Verify your results.Concrete class of C35. Determine also standard deviation and variance.
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