LOAD CASE : 1
CASE NAME : SER-IV-W225
LOAD CASE : 2
CASE NAME : STR-V-W225
LOAD CASE : 3
CASE NAME : SER-IX
LOAD CASE : 4
CASE NAME : STR-III-W225
LOAD CASE : 5
CASE NAME : SER-I-W225
LOAD CASE : 6
CASE NAME : SER-II
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 7.2044E+01 -2.6725E+00 -2.6725E+00 0.0000E+00 -1.1284E+02 6.6656E+01
Pile N. 9 1 1 1 1 7
MAXIMUM 1.2650E+02 -1.6035E+00 -1.6035E+00 0.0000E+00 -6.6656E+01 1.1284E+02
Pile N. 1 7 3 1 3 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. -1.7304E-02 -1.7304E-02 -1.1284E+02 -9.0892E+01 -2.6725E+00 -2.6725E+00 0.0000E+00 0.0000E+00 1.5132E+00
Pile N. 1 1 1 1 1 1 1 1 9
Max. 0.0000E+00 0.0000E+00 9.0892E+01 1.1284E+02 9.3536E-01 9.3536E-01 4.1010E-02 4.1010E-02 2.6440E+00
Pile N. 1 1 1 1 1 1 1 1 1
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 1.3098E+02 -1.5271E+00 6.7209E+00 0.0000E+00 2.9187E+02 3.7445E+01
Pile N. 7 1 1 1 1 7
MAXIMUM 2.5603E+02 -9.1627E-01 1.1201E+01 0.0000E+00 4.9409E+02 6.3388E+01
Pile N. 3 7 3 1 3 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. -9.7207E-03 0.0000E+00 -6.3388E+01 -4.9409E+02 -1.5271E+00 -3.9205E+00 0.0000E+00 -1.7189E-01 3.2750E+00
Pile N. 1 1 1 3 1 3 1 3 7
Max. 0.0000E+00 7.5771E-02 5.1059E+01 3.9799E+02 5.3449E-01 1.1201E+01 2.3434E-02 0.0000E+00 6.1671E+00
Pile N. 1 3 1 3 1 3 1 1 3
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 1.2393E+02 0.0000E+00 9.9000E+00 0.0000E+00 4.3505E+02 0.0000E+00
Pile N. 1 1 1 1 1 1
MAXIMUM 3.0423E+02 0.0000E+00 1.6500E+01 0.0000E+00 7.3646E+02 0.0000E+00
Pile N. 9 1 3 1 3 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 -7.3646E+02 0.0000E+00 -5.7750E+00 0.0000E+00 -2.5320E-01 3.5862E+00
Pile N. 1 1 1 3 1 3 1 3 1
Max. 0.0000E+00 1.1294E-01 0.0000E+00 5.9322E+02 0.0000E+00 1.6500E+01 0.0000E+00 0.0000E+00 7.7863E+00
Pile N. 1 3 1 3 1 3 1 1 9
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 6.9504E+01 -5.3449E+00 -5.3449E+00 0.0000E+00 -2.3050E+02 1.3616E+02
Pile N. 9 1 1 1 1 7
MAXIMUM 1.7867E+02 -3.2069E+00 -3.2069E+00 0.0000E+00 -1.3616E+02 2.3050E+02
Pile N. 1 7 3 1 3 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. -3.5348E-02 -3.5348E-02 -2.3050E+02 -1.8567E+02 -5.3449E+00 -5.3449E+00 0.0000E+00 0.0000E+00 1.6804E+00
Pile N. 1 1 1 1 1 1 1 1 9
Max. 0.0000E+00 0.0000E+00 1.8567E+02 2.3050E+02 1.8707E+00 1.8707E+00 8.2019E-02 8.2019E-02 3.9529E+00
Pile N. 1 1 1 1 1 1 1 1 1
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 1.0497E+02 -1.1453E+00 4.9699E+00 0.0000E+00 2.1386E+02 2.7838E+01
Pile N. 7 1 1 1 1 7
MAXIMUM 1.9641E+02 -6.8720E-01 8.2832E+00 0.0000E+00 3.6202E+02 4.7126E+01
Pile N. 3 7 3 1 3 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. -7.2269E-03 0.0000E+00 -4.7126E+01 -3.6202E+02 -1.1453E+00 -2.8991E+00 0.0000E+00 -1.2711E-01 2.5631E+00
Pile N. 1 1 1 3 1 3 1 3 7
Max. 0.0000E+00 5.5517E-02 3.7960E+01 2.9161E+02 4.0087E-01 8.2832E+00 1.7576E-02 0.0000E+00 4.6788E+00
Pile N. 1 3 1 3 1 3 1 1 3
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 9.9137E+01 0.0000E+00 7.3543E+00 0.0000E+00 3.2026E+02 0.0000E+00
Pile N. 1 1 1 1 1 1
MAXIMUM 2.3310E+02 0.0000E+00 1.2257E+01 0.0000E+00 5.4215E+02 0.0000E+00
Pile N. 9 1 3 1 3 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 -5.4215E+02 0.0000E+00 -4.2900E+00 0.0000E+00 -1.8809E-01 2.7836E+00
Pile N. 1 1 1 3 1 3 1 3 1
Max. 0.0000E+00 8.3140E-02 0.0000E+00 4.3670E+02 0.0000E+00 1.2257E+01 0.0000E+00 0.0000E+00 5.8980E+00
Pile N. 1 3 1 3 1 3 1 1 9
