Page 21 - Unit2.docx

Figure 3-3 Worked example

© It's Engg. Life

Solution

2. Calculate Moment generated by the eccentric

force M x = 2600 (0.2) = 520 KN

M z = 2600 (0.25) = 390 KN

2.Calculate vertical load per pile: = 2600/22 = 227 kN

DIST.
r 2 xi rzi r 2 zi M X M Z
PILE rxi
2 2 kN kNm
m m m
m

a2,4 0.9 0.82*2 2.35 2.823*2 520 390