W

Verification of strength against sliding

Degree of utilization is

The design is unacceptable if the degree of utilization is > 100%

Degree of utilization is

The design is unacceptable if the degree of utilization is > 100%

Design Approach 3

Actions and effects

Characteristic values = same as for Design Approach 1 Partial factor from Set A2: yg = 1

Material properties and resistance

Characteristic resistance = same as for Design Approach 1

Partial factors from Set M2: y^ = 1-25 and Yc = 1-25

Design angle of shearing resistance ^ = tan

Design effective cohesion c'd =-= 1.6 kPa

Partial factor from Set R3: YRe = 1

0 0

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