LOAD CASE : 1
CASE NAME : STR_1
LOAD CASE : 2
CASE NAME : SER_1_W180
LOAD CASE : 3
CASE NAME : STR_3_MIN_W180
LOAD CASE : 4
CASE NAME : STR_1_MIN
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 2.352E+02 0.000E+00 7.231E+00 0.000E+00 6.884E+02 0.000E+00
Pile N. 7 1 1 1 4 1
MAXIMUM 4.221E+02 0.000E+00 1.205E+01 0.000E+00 1.354E+03 0.000E+00
Pile N. 9 1 3 1 9 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. 0.000E+00 0.000E+00 0.000E+00 -1.354E+03 0.000E+00 -4.218E+00 0.000E+00 -1.041E-01 1.712E+01
Pile N. 1 1 1 9 1 3 1 3 7
Max. 0.000E+00 6.111E-02 0.000E+00 5.707E+02 0.000E+00 1.205E+01 0.000E+00 0.000E+00 3.057E+01
Pile N. 1 3 1 9 1 3 1 1 9
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 1.600E+02 -3.870E+00 4.132E+00 0.000E+00 3.736E+02 2.232E+02
Pile N. 7 1 1 1 4 7
MAXIMUM 3.170E+02 -2.322E+00 6.886E+00 0.000E+00 7.350E+02 4.536E+02
Pile N. 3 7 3 1 9 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. -1.768E-02 0.000E+00 -4.536E+02 -7.350E+02 -3.870E+00 -2.410E+00 0.000E+00 -5.948E-02 1.113E+01
Pile N. 1 1 1 9 1 3 1 3 7
Max. 0.000E+00 3.317E-02 1.911E+02 3.098E+02 1.355E+00 6.886E+00 3.343E-02 0.000E+00 2.118E+01
Pile N. 1 3 1 9 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 4.852E+01 -1.806E+01 0.000E+00 0.000E+00 0.000E+00 1.200E+03
Pile N. 7 1 1 1 4 7
MAXIMUM 2.732E+02 -1.084E+01 0.000E+00 0.000E+00 0.000E+00 2.439E+03
Pile N. 3 7 3 1 9 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. -9.507E-02 0.000E+00 -2.439E+03 0.000E+00 -1.806E+01 0.000E+00 0.000E+00 0.000E+00 8.606E+00
Pile N. 1 1 1 9 1 3 1 3 7
Max. 0.000E+00 0.000E+00 1.028E+03 0.000E+00 6.322E+00 0.000E+00 1.560E-01 0.000E+00 2.665E+01
Pile N. 1 3 1 9 1 3 1 1 1
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 1.780E+02 0.000E+00 7.231E+00 0.000E+00 6.884E+02 0.000E+00
Pile N. 7 1 1 1 4 1
MAXIMUM 3.594E+02 0.000E+00 1.205E+01 0.000E+00 1.354E+03 0.000E+00
Pile N. 9 1 3 1 9 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. 0.000E+00 0.000E+00 0.000E+00 -1.354E+03 0.000E+00 -4.218E+00 0.000E+00 -1.041E-01 1.387E+01
Pile N. 1 1 1 9 1 3 1 3 7
Max. 0.000E+00 6.111E-02 0.000E+00 5.707E+02 0.000E+00 1.205E+01 0.000E+00 0.000E+00 2.701E+01
Pile N. 1 3 1 9 1 3 1 1 9
