SINGLE PILES UNDER LATERAL LOADING
305
Figure 11.11 Case II: Deflection of pile fixed against rotation at the mudline.
4. Compute Mt, the moment at the top of the pile, from the following
équation:
Mt — FwtPtT
(11.20)
The value of FMt can be found by entering Table 11.3 with the appropriate
value of Zmax.
Table 11.3 Moment Coefficients at Top of Pile for the Fixed Head Case
2
-1.06
3
-0.97
4
-0.93
5 and above
-0.93
5. Compute values of slope, moment, shear, and soil reaction along th- | -b
by following the procedure for the free head pile.
Case III: Pile Head Partially Restrained Against Rotation
This case can be used to obtain a solution when the rotational
un j
known for the pile on entering the superstructure. Such a case is illu>r ‘ .
the example that follows.
1- Perform Steps 1 - 3 of the solution procedure for free head piles, Case i.
305
Figure 11.11 Case II: Deflection of pile fixed against rotation at the mudline.
4. Compute Mt, the moment at the top of the pile, from the following
équation:
Mt — FwtPtT
(11.20)
The value of FMt can be found by entering Table 11.3 with the appropriate
value of Zmax.
Table 11.3 Moment Coefficients at Top of Pile for the Fixed Head Case
2
-1.06
3
-0.97
4
-0.93
5 and above
-0.93
5. Compute values of slope, moment, shear, and soil reaction along th- | -b
by following the procedure for the free head pile.
Case III: Pile Head Partially Restrained Against Rotation
This case can be used to obtain a solution when the rotational
un j
known for the pile on entering the superstructure. Such a case is illu>r ‘ .
the example that follows.
1- Perform Steps 1 - 3 of the solution procedure for free head piles, Case i.