LOAD CASE : 1
CASE NAME : SER-II
LOAD CASE : 2
CASE NAME : SER-I-W225
LOAD CASE : 3
CASE NAME : STR-I
LOAD CASE : 4
CASE NAME : SER-IV-W225
LOAD CASE : 5
CASE NAME : EXT-I
LOAD CASE : 6
CASE NAME : STR-I-MIN
LOAD CASE : 7
CASE NAME : STR-V-W225
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 2.010E+02 0.000E+00 5.141E+00 0.000E+00 2.212E+02 -2.481E+03
Pile N. 4 1 1 1 4 4
MAXIMUM 2.398E+02 4.039E+01 8.568E+00 0.000E+00 4.331E+02 0.000E+00
Pile N. 3 4 3 1 6 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 -1.264E+03 -4.331E+02 -1.414E+01 -2.999E+00 -6.713E-01 -1.424E-01 5.504E+00
Pile N. 1 1 4 6 4 3 4 3 1
Max. 5.557E-01 9.020E-02 2.481E+03 2.206E+02 4.039E+01 8.568E+00 0.000E+00 0.000E+00 1.294E+01
Pile N. 4 3 4 6 4 3 1 1 3
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 1.868E+02 -4.115E+00 1.485E+00 0.000E+00 5.159E+01 -2.102E+03
Pile N. 4 1 1 1 4 4
MAXIMUM 2.255E+02 3.507E+01 2.475E+00 0.000E+00 1.010E+02 1.805E+02
Pile N. 3 4 3 1 6 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. -3.818E-02 0.000E+00 -1.071E+03 -1.010E+02 -1.227E+01 -8.663E-01 -5.828E-01 -4.113E-02 4.856E+00
Pile N. 1 1 4 6 4 3 4 3 6
Max. 4.708E-01 2.103E-02 2.102E+03 5.144E+01 3.507E+01 2.475E+00 6.839E-02 0.000E+00 1.123E+01
Pile N. 4 3 4 6 4 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 2.558E+02 0.000E+00 6.920E+00 0.000E+00 3.135E+02 -3.291E+03
Pile N. 4 1 1 1 4 4
MAXIMUM 3.071E+02 5.166E+01 1.153E+01 0.000E+00 6.137E+02 0.000E+00
Pile N. 3 3 3 1 6 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 -1.677E+03 -6.137E+02 -1.808E+01 -4.037E+00 -8.584E-01 -1.917E-01 7.076E+00
Pile N. 1 1 4 6 3 3 3 3 1
Max. 7.415E-01 1.278E-01 3.291E+03 3.126E+02 5.166E+01 1.153E+01 0.000E+00 0.000E+00 1.698E+01
Pile N. 3 3 4 6 3 3 1 1 3
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 9.455E+01 -9.603E+00 -9.603E+00 0.000E+00 -4.851E+02 -1.323E+03
Pile N. 6 1 1 1 1 4
MAXIMUM 2.281E+02 2.362E+01 -5.762E+00 0.000E+00 -2.307E+02 4.875E+02
Pile N. 1 4 3 1 3 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. -1.031E-01 -1.031E-01 -6.737E+02 -2.471E+02 -9.603E+00 -9.603E+00 -3.925E-01 0.000E+00 3.088E+00
Pile N. 1 1 4 1 1 1 4 1 6
Max. 2.962E-01 0.000E+00 1.323E+03 4.851E+02 2.362E+01 3.361E+00 1.596E-01 1.596E-01 7.710E+00
Pile N. 4 1 4 1 4 1 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 1.154E+02 8.037E+00 8.037E+00 0.000E+00 3.736E+02 -3.323E+03
Pile N. 1 1 1 1 4 4
MAXIMUM 2.468E+02 5.183E+01 1.340E+01 0.000E+00 7.314E+02 -3.938E+02
Pile N. 6 4 3 1 6 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 -1.693E+03 -7.314E+02 -1.814E+01 -4.688E+00 -8.613E-01 -2.226E-01 3.970E+00
Pile N. 1 1 4 6 4 3 4 3 1
Max. 7.443E-01 1.523E-01 3.323E+03 3.726E+02 5.183E+01 1.340E+01 0.000E+00 0.000E+00 1.527E+01
Pile N. 4 3 4 6 4 3 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 1.971E+02 0.000E+00 6.920E+00 0.000E+00 3.135E+02 -2.493E+03
Pile N. 1 1 1 1 4 4
MAXIMUM 2.544E+02 4.201E+01 1.153E+01 0.000E+00 6.137E+02 0.000E+00
Pile N. 6 3 3 1 6 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 -1.270E+03 -6.137E+02 -1.470E+01 -4.037E+00 -6.981E-01 -1.917E-01 5.668E+00
Pile N. 1 1 4 6 3 3 3 3 1
Max. 5.818E-01 1.278E-01 2.493E+03 3.126E+02 4.201E+01 1.153E+01 0.000E+00 0.000E+00 1.353E+01
Pile N. 3 3 4 6 3 3 1 1 3
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 2.368E+02 -5.487E+00 2.046E+00 0.000E+00 7.511E+01 -2.765E+03
Pile N. 4 1 1 1 4 4
MAXIMUM 2.880E+02 4.430E+01 3.410E+00 0.000E+00 1.470E+02 2.529E+02
Pile N. 3 4 3 1 6 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. -5.349E-02 0.000E+00 -1.408E+03 -1.470E+02 -1.551E+01 -1.193E+00 -7.362E-01 -5.667E-02 6.238E+00
Pile N. 1 1 4 6 4 3 4 3 5
Max. 6.192E-01 3.062E-02 2.765E+03 7.490E+01 4.430E+01 3.410E+00 9.119E-02 0.000E+00 1.463E+01
Pile N. 4 3 4 6 4 3 1 1 3
