LOAD CASE : 1
CASE NAME : STR-V-W135
LOAD CASE : 2
CASE NAME : SER-IV-W135
LOAD CASE : 3
CASE NAME : STR-I
LOAD CASE : 4
CASE NAME : STR-V-W225
LOAD CASE : 5
CASE NAME : SER-II
LOAD CASE : 6
CASE NAME : STR-III-W225
LOAD CASE : 7
CASE NAME : STR-III-W135
LOAD CASE : 8
CASE NAME : SER-I-W225
LOAD CASE : 9
CASE NAME : SER-IV-W225
LOAD CASE : 10
CASE NAME : SER-I-W135
SUMMARY FOR LOAD CASES AND COMBINATIONS
LOAD CASE : 1
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 1.1486E+02 -1.8714E+00 3.3462E+00 0.0000E+00 3.5594E+02 1.0521E+02
Pile N. 9 1 1 1 1 9
MAXIMUM 1.8881E+02 -1.1228E+00 5.5771E+00 0.0000E+00 6.2949E+02 1.8606E+02
Pile N. 4 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -1.9754E-02 0.0000E+00 -1.8606E+02 -6.2949E+02 -1.8714E+00 -1.9520E+00 0.0000E+00 -4.9603E-02 4.2830E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 6.6833E-02 7.8447E+01 2.6540E+02 6.5497E-01 5.5771E+00 1.6644E-02 0.0000E+00 7.1592E+00
Pile N. 1 4 1 4 1 4 1 1 4
LOAD CASE : 2
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 5.6309E+01 -3.2749E+00 1.9649E+00 0.0000E+00 1.9648E+02 1.9648E+02
Pile N. 9 1 1 1 1 9
MAXIMUM 1.2998E+02 -1.9649E+00 3.2749E+00 0.0000E+00 3.4748E+02 3.4748E+02
Pile N. 4 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -3.6891E-02 0.0000E+00 -3.4748E+02 -3.4748E+02 -3.2749E+00 -1.1462E+00 0.0000E+00 -2.9127E-02 2.1584E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 3.6891E-02 1.4650E+02 1.4650E+02 1.1462E+00 3.2749E+00 2.9127E-02 0.0000E+00 4.6987E+00
Pile N. 1 4 1 4 1 4 1 1 4
LOAD CASE : 3
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 1.4015E+02 0.0000E+00 2.8822E+00 0.0000E+00 3.0131E+02 0.0000E+00
Pile N. 9 1 1 1 1 1
MAXIMUM 1.8451E+02 0.0000E+00 4.8037E+00 0.0000E+00 5.3288E+02 0.0000E+00
Pile N. 4 1 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. 0.0000E+00 0.0000E+00 0.0000E+00 -5.3288E+03 0.0000E+00 -1.6813E+00 0.0000E+00 -4.2725E-02 4.8703E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 5.6576E-02 0.0000E+00 2.2467E+02 0.0000E+00 4.8037E+00 0.0000E+00 0.0000E+00 6.7759E+00
Pile N. 1 4 1 4 1 4 1 1 4
LOAD CASE : 4
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 1.3147E+02 -1.8714E+00 1.1006E+00 0.0000E+00 1.0289E+02 1.0521E+02
Pile N. 9 1 1 1 1 9
MAXIMUM 1.7220E+02 -1.1228E+00 1.8343E+00 0.0000E+00 1.8196E+02 1.8606E+02
Pile N. 4 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -1.9754E-02 0.0000E+00 -1.8606E+02 -1.8196E+02 -1.8714E+00 -6.4202E-01 0.0000E+00 -1.6315E-02 4.0941E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 1.9319E-02 7.8447E+01 7.6718E+01 6.5497E-01 1.8343E+00 1.6644E-02 0.0000E+00 5.4915E+00
Pile N. 1 4 1 4 1 4 1 1 4
LOAD CASE : 5
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 1.1047E+02 0.0000E+00 2.1411E+00 0.0000E+00 2.1624E+02 0.0000E+00
Pile N. 9 1 1 1 1 1
MAXIMUM 1.4401E+02 0.0000E+00 3.5685E+00 0.0000E+00 3.8242E+02 0.0000E+00
Pile N. 4 1 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. 0.0000E+00 0.0000E+00 0.0000E+00 -3.8242E+02 0.0000E+00 -1.2490E+00 0.0000E+00 -3.1738E-02 3.7820E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 4.0601E-02 0.0000E+00 1.6123E+02 0.0000E+00 3.5685E+00 0.0000E+00 0.0000E+00 5.1991E+00
Pile N. 1 4 1 4 1 4 1 1 4
LOAD CASE : 6
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 5.3727E+01 -6.5497E+00 -6.5497E+00 0.0000E+00 -7.5321E+02 4.2590E+02
Pile N. 12 1 1 1 1 9
MAXIMUM 1.7913E+02 -3.9298E+00 -3.9298E+00 0.0000E+00 -4.2590E+02 7.5321E+02
Pile N. 1 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -7.9968E-02 -7.9968E-02 -7.5321E+02 -3.1757E+02 -6.5497E+00 -6.5497E+00 0.0000E+00 0.0000E+00 2.6972E+00
Pile N. 1 1 1 1 1 1 1 1 12
Max. 0.0000E+00 0.0000E+00 3.1757E+02 7.5321E+02 2.2924E+00 2.2924E+00 5.8255E-02 5.8255E-02 7.2094E+00
Pile N. 1 1 1 1 1 1 1 1 1
LOAD CASE : 7
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 4.5857E+01 -6.5497E+00 3.9298E+00 0.0000E+00 4.2590E+02 4.2590E+02
Pile N. 9 1 1 1 1 9
MAXIMUM 1.8700E+02 -3.9298E+00 6.5497E+00 0.0000E+00 7.5321E+02 7.5321E+02
Pile N. 4 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -7.9968E-02 0.0000E+00 -7.5321E+02 -7.5321E+02 -6.5497E+00 -2.2924E+00 0.0000E+00 -5.8255E-02 2.4690E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 7.9968E-02 3.1757E+02 3.1757E+02 2.2924E+00 6.5497E+00 5.8255E-02 0.0000E+00 7.4376E+00
Pile N. 1 4 1 4 1 4 1 1 4
LOAD CASE : 8
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 1.0396E+02 -1.4035E+00 8.0487E-01 0.0000E+00 7.2556E+01 7.6313E+01
Pile N. 9 1 1 1 1 9
MAXIMUM 1.3478E+02 -8.4211E-01 1.3415E+00 0.0000E+00 1.2832E+02 1.3496E+02
Pile N. 4 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -1.4329E-02 0.0000E+00 -1.3496E+02 -1.2832E+02 -1.4035E+00 -4.6951E-01 0.0000E+00 -1.1931E-02 3.2190E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 1.3623E-02 5.6902E+01 5.4101E+01 4.9123E-01 1.3415E+00 1.2483E-02 0.0000E+00 4.2696E+00
Pile N. 1 4 1 4 1 4 1 1 4
LOAD CASE : 9
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 6.2605E+01 -3.2749E+00 -3.2749E+00 0.0000E+00 -3.4748E+02 1.9648E+02
Pile N. 12 1 1 1 1 9
MAXIMUM 1.2368E+02 -1.9649E+00 -1.9649E+00 0.0000E+00 -1.9648E+02 3.4748E+02
Pile N. 1 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -3.6891E-02 -3.6891E-02 -3.4748E+02 -1.4650E+02 -3.2749E+00 -3.2749E+00 0.0000E+00 0.0000E+00 2.3410E+00
Pile N. 1 1 1 1 1 1 1 1 12
Max. 0.0000E+00 0.0000E+00 1.4650E+02 3.4748E+02 1.1462E+00 1.1462E+00 2.9127E-02 2.9127E-02 4.5161E+00
Pile N. 1 1 1 1 1 1 1 1 1
LOAD CASE : 10
* PILE TOP REACTIONS, LOCAL *
AXIAL,KIP LAT. y,KIP LAT. z,KIP MOM x,KIP-IN MOM y,KIP-IN MOM z,KIP-IN
MINIMUM 9.1504E+01 -1.4035E+00 2.4891E+00 0.0000E+00 2.5582E+02 7.6313E+01
Pile N. 9 1 1 1 1 9
MAXIMUM 1.4724E+02 -8.4211E-01 4.1485E+00 0.0000E+00 4.5243E+02 1.3496E+02
Pile N. 4 9 4 1 4 1
* EFFECTS FOR LATERALLY LOADED PILE *
PILE DISPL. DISPL. MOMENT MOMENT SHEAR SHEAR SOIL REACT SOIL REACT TOTAL
y-DIR z-DIR z-DIR y-DIR y-DIR z-DIR y-DIR z-DIR STRESS
IN IN KIP-IN KIP-IN KIP KIP KIP/IN KIP/IN KIP/IN**2
Min. -1.4329E-02 0.0000E+00 -1.3496E+02 -4.5243E+02 -1.4035E+00 -1.4520E+00 0.0000E+00 -3.6897E-02 3.3378E+00
Pile N. 1 1 1 4 1 4 1 4 9
Max. 0.0000E+00 4.8034E-02 5.6902E+01 1.9075E+02 4.9123E-01 4.1485E+00 1.2483E-02 0.0000E+00 5.4800E+00
Pile N. 1 4 1 4 1 4 1 1 4
