Pile Deviation Report
Rigid Body Analysis Method
Design Inputs
Total Piles:0
New C.G.:0, 0
Max Rx:0.00 T
Status:CHECKING
Pile Data
| No. | Design (m) | Deviation (m) | Actual (m) | Reaction (T) |
Sts | ||||
|---|---|---|---|---|---|---|---|---|---|
| x | y | Dx | Dy | x’ | y’ | ||||
Plan View
Design
OK
Fail
Group C.G.
APPENDIX A: CALCULATION BASIS
1. Coordinate & Inertia Properties
X = x’ – Xcg , Y = y’ – Ycg
Ix = ΣY2 , Iy = ΣX2 , Ixy = ΣXY
Ix = ΣY2 , Iy = ΣX2 , Ixy = ΣXY
2. Moment Correction (Transfer Load P to C.G.)
Mx = Mxo + P · Ycg
My = Myo – P · Xcg
My = Myo – P · Xcg
3. New Coefficients m, n & Reaction Formula
m = \frac{M_y I_x – M_x I_{xy}}{I_x I_y – (I_{xy})^2} , n = \frac{M_x I_y – M_y I_{xy}}{I_x I_y – (I_{xy})^2}
R = (P / N) + (m \cdot X) + (n \cdot Y)
R = (P / N) + (m \cdot X) + (n \cdot Y)