Phv

Design resistance is then q^d qult YRv

Design is not acceptable if utilization factor is > 100%

v17.8 J

Design resistance is then q^d qult YRv

Verification of bearing resistance

Utilization factor is

qEd aGEO,1 = -— = qRd

(68 > v122 J

%

©

Design is not acceptable if utilization factor is > 100%

Design Approach 2

Geometry

Eccentricity of total vertical action:

Load is within middle-third of base if e'B < — = 250 mm

Eccentricity of total vertical action:

0 0

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