Laboratory consolidation tests were conducted on a specimen collected from the middle of the clay layer. The field consolidation curve interpolated from the laboratory test results is shown below: Void ratio, e 1.12 1.10 1.08 1.06 1.04 1.02 1.00 O 70 O 32.76 O 100 O 92.76 1.076 O 1.076 1.045 92.76 32.76 Pressure o' (log scale) (kN/m²) 70 The pre-consolidation pressure c Ae 100 kN/m²

A 2-m-long, cantilevered beam has a 4 kN load applied at its free end and a 2 kN load applied at the beam midpoint as illustrated here. The correct shear diagram for this beam is: ,4 KN 2 m Multiple Choice 2 KN V(KN) V(KN) K |>

Oyy a Oxx b Oyy Figura 2: Problema 2

CEM I 52.5 N: Define what each word/number/letter is? CEM I: ... 52.5: .... 三