In: Civil Engineering
in table 1 the failure load obtained from the compressive strength test at the laboratory are presented. sate whether those values are satisfactory according to TS EN206 1;2004 or not verify your results. concrete class C35. Determine also standard deviation and variance
Table 1 Failure load for 200 mm cubic samples
| NO | FAILURE LOAD (KN) |
| 1 | 1645 |
| 2 | 1646 |
|
3 |
1641 |
| 4 | 1641 |
| 5 | 1641 |
PLEASE CAN YOU SLOVE IT STEP BY STEP