LOAD CASE : 1
CASE NAME : STR-III-W0
LOAD CASE : 2
CASE NAME : SER-I-W0
LOAD CASE : 3
CASE NAME : STR-I
LOAD CASE : 4
CASE NAME : EXT-I
LOAD CASE : 5
CASE NAME : STR-I-MIN
LOAD CASE : 6
CASE NAME : STR-III-MIN-W0
LOAD CASE : 7
CASE NAME : STR-V-W0
LOAD CASE : 8
CASE NAME : SER-IV-W0
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 -6.815E+00 1.584E+01 0.000E+00 0.000E+00 0.000E+00 -1.623E+03
Pile N. 1 2 1 1 1 5
MAXIMUM 4.349E+02 2.905E+01 0.000E+00 0.000E+00 0.000E+00 -8.050E+02
Pile N. 6 5 1 1 1 2
* 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 -7.239E+02 0.000E+00 -1.017E+01 0.000E+00 -6.172E-01 0.000E+00 2.357E+00
Pile N. 1 1 5 1 5 1 5 1 1
Max. 2.285E-01 0.000E+00 1.623E+03 0.000E+00 2.905E+01 0.000E+00 0.000E+00 0.000E+00 2.232E+01
Pile N. 5 1 5 1 5 1 1 1 6
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 2.457E+01 -6.650E+01 9.120E+00 0.000E+00 4.302E+02 -2.807E+02
Pile N. 1 2 1 1 1 5
MAXIMUM 4.451E+02 6.224E+00 1.520E+01 0.000E+00 7.681E+02 4.125E+03
Pile N. 6 5 2 1 2 2
* 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. -5.869E-01 0.000E+00 -4.125E+03 -7.681E+02 -6.650E+01 -5.320E+00 -1.323E-01 -3.230E-01 2.261E+00
Pile N. 2 1 2 2 2 2 5 2 1
Max. 3.953E-02 1.093E-01 1.840E+03 3.427E+02 2.328E+01 1.520E+01 1.413E+00 0.000E+00 2.567E+01
Pile N. 5 2 2 2 2 2 2 1 2
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 3.940E+01 -1.212E+02 1.596E+01 0.000E+00 8.137E+02 0.000E+00
Pile N. 3 2 1 1 1 1
MAXIMUM 6.150E+02 0.000E+00 2.660E+01 0.000E+00 1.453E+03 8.170E+03
Pile N. 4 1 2 1 2 2
* 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. -1.162E+00 0.000E+00 -8.170E+03 -1.453E+03 -1.212E+02 -9.310E+00 0.000E+00 -5.652E-01 4.002E+00
Pile N. 2 1 2 2 2 2 1 2 3
Max. 0.000E+00 2.067E-01 3.645E+03 6.481E+02 4.241E+01 2.660E+01 2.575E+00 0.000E+00 4.737E+01
Pile N. 1 2 2 2 2 2 2 1 2
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 -3.217E+02 -3.998E+01 1.750E+01 0.000E+00 9.040E+02 -1.631E+03
Pile N. 1 2 1 1 1 5
MAXIMUM 7.272E+02 2.917E+01 2.917E+01 0.000E+00 1.614E+03 2.311E+03
Pile N. 6 5 2 1 2 2
* 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. -3.287E-01 0.000E+00 -2.311E+03 -1.614E+03 -3.998E+01 -1.021E+01 -6.199E-01 -6.199E-01 -1.046E+01
Pile N. 2 1 2 2 2 2 5 2 1
Max. 2.297E-01 2.297E-01 1.631E+03 7.200E+02 2.917E+01 2.917E+01 8.494E-01 0.000E+00 3.425E+01
Pile N. 5 2 5 2 5 2 2 1 6
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 -2.029E+01 -1.084E+02 1.596E+01 0.000E+00 8.137E+02 0.000E+00
Pile N. 1 2 1 1 1 1
MAXIMUM 5.525E+02 0.000E+00 2.660E+01 0.000E+00 1.453E+03 7.196E+03
Pile N. 4 1 2 1 2 2
* 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. -1.024E+00 0.000E+00 -7.196E+03 -1.453E+03 -1.084E+02 -9.310E+00 0.000E+00 -5.652E-01 1.557E+00
Pile N. 2 1 2 2 2 2 1 2 1
Max. 0.000E+00 2.067E-01 3.210E+03 6.481E+02 3.794E+01 2.660E+01 2.303E+00 0.000E+00 4.205E+01
Pile N. 1 2 2 2 2 2 2 1 2
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 -6.725E+01 1.743E+01 0.000E+00 0.000E+00 0.000E+00 -1.623E+03
Pile N. 1 1 1 1 1 5
MAXIMUM 3.753E+02 2.905E+01 0.000E+00 0.000E+00 0.000E+00 -8.994E+02
Pile N. 6 5 1 1 1 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 -7.239E+02 0.000E+00 -1.017E+01 0.000E+00 -6.172E-01 0.000E+00 -1.056E-01
Pile N. 1 1 5 1 5 1 5 1 1
Max. 2.285E-01 0.000E+00 1.623E+03 0.000E+00 2.905E+01 0.000E+00 0.000E+00 0.000E+00 1.995E+01
Pile N. 5 1 5 1 5 1 1 1 5
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 1.669E+01 -8.634E+01 1.231E+01 0.000E+00 6.055E+02 -3.896E+02
Pile N. 1 2 1 1 1 5
MAXIMUM 5.831E+02 8.299E+00 2.052E+01 0.000E+00 1.081E+03 5.554E+03
Pile N. 6 5 2 1 2 2
* 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. -7.902E-01 0.000E+00 -5.554E+03 -1.081E+03 -8.634E+01 -7.182E+00 -1.763E-01 -4.360E-01 2.454E+00
Pile N. 2 1 2 2 2 2 5 2 1
Max. 5.486E-02 1.538E-01 2.478E+03 4.823E+02 3.022E+01 2.052E+01 1.835E+00 0.000E+00 3.394E+01
Pile N. 5 2 2 2 2 2 2 1 2
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 6.135E+01 -5.777E+01 0.000E+00 0.000E+00 0.000E+00 -7.369E+02
Pile N. 1 2 1 1 1 5
MAXIMUM 2.812E+02 1.452E+01 0.000E+00 0.000E+00 0.000E+00 2.552E+02
Pile N. 6 5 1 1 1 2
* 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. -3.631E-02 0.000E+00 -3.287E+02 0.000E+00 -5.777E+00 0.000E+00 -3.086E-01 0.000E+00 3.551E+00
Pile N. 2 1 5 1 2 1 5 1 2
Max. 1.038E-01 0.000E+00 7.369E+02 0.000E+00 1.452E+01 0.000E+00 1.227E-01 0.000E+00 1.355E+01
Pile N. 5 1 5 1 5 1 2 1 6
