LOAD CASE : 1
CASE NAME : SER-IX
LOAD CASE : 2
CASE NAME : SER-IV-W0
LOAD CASE : 3
CASE NAME : EXT-I
LOAD CASE : 4
CASE NAME : SER-I-W0
LOAD CASE : 5
CASE NAME : STR-III-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 7.151E+01 0.000E+00 2.400E+00 0.000E+00 6.317E+01 0.000E+00
Pile N. 1 1 1 1 1 1
MAXIMUM 1.357E+02 0.000E+00 4.000E+00 0.000E+00 1.502E+02 0.000E+00
Pile N. 6 1 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 0.000E+00 -1.502E+02 0.000E+00 -1.400E+00 0.000E+00 -7.936E-02 2.065E+00
Pile N. 1 1 1 6 1 3 1 3 1
Max. 0.000E+00 2.208E-02 0.000E+00 1.335E+02 0.000E+00 4.000E+00 0.000E+00 0.000E+00 4.249E+00
Pile N. 1 3 1 6 1 3 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 3.655E+01 1.377E+00 0.000E+00 0.000E+00 0.000E+00 -7.508E+01
Pile N. 1 1 1 1 1 6
MAXIMUM 8.642E+01 2.295E+00 0.000E+00 0.000E+00 0.000E+00 -3.144E+01
Pile N. 5 4 1 1 1 3
* 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 -6.671E+01 0.000E+00 -8.034E-01 0.000E+00 -4.554E-02 0.000E+00 1.048E+00
Pile N. 1 1 6 1 4 1 4 1 1
Max. 1.104E-02 0.000E+00 7.508E+01 0.000E+00 2.295E+00 0.000E+00 0.000E+00 0.000E+00 2.441E+00
Pile N. 4 1 6 1 4 1 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 -1.592E+01 2.720E+00 2.720E+00 0.000E+00 7.386E+01 -1.756E+02
Pile N. 1 1 1 1 1 6
MAXIMUM 1.467E+02 4.534E+00 4.534E+00 0.000E+00 1.756E+02 -7.356E+01
Pile N. 6 4 3 1 6 3
* 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 -1.561E+02 -1.756E+02 -1.587E+00 -1.587E+00 -8.995E-02 -8.995E-02 4.940E-01
Pile N. 1 1 6 6 4 3 4 3 1
Max. 2.582E-02 2.582E-02 1.756E+02 1.561E+02 4.534E+00 4.534E+00 0.000E+00 0.000E+00 4.736E+00
Pile N. 4 3 6 6 4 3 1 1 6
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 4.780E+01 5.903E-01 1.372E+00 0.000E+00 3.141E+01 -2.607E+01
Pile N. 1 1 1 1 1 6
MAXIMUM 1.044E+02 9.838E-01 2.286E+00 0.000E+00 7.469E+01 -1.092E+01
Pile N. 6 4 3 1 6 3
* 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 -2.316E+01 -7.469E+01 -3.443E-01 -8.001E-01 -1.952E-02 -4.535E-02 1.263E+00
Pile N. 1 1 6 6 4 3 4 3 1
Max. 3.832E-03 1.098E-02 2.607E+01 6.636E+01 9.838E-01 2.286E+00 0.000E+00 0.000E+00 2.824E+00
Pile N. 4 3 6 6 4 3 1 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 2.729E+01 2.755E+00 0.000E+00 0.000E+00 0.000E+00 -1.784E+02
Pile N. 1 1 1 1 1 6
MAXIMUM 1.261E+02 4.591E+00 0.000E+00 0.000E+00 0.000E+00 -7.471E+01
Pile N. 4 4 1 1 1 3
* 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 -1.585E+02 0.000E+00 -1.607E+00 0.000E+00 -9.108E-02 0.000E+00 1.340E+00
Pile N. 1 1 6 1 4 1 4 1 1
Max. 2.622E-02 0.000E+00 1.784E+02 0.000E+00 4.591E+00 0.000E+00 0.000E+00 0.000E+00 4.284E+00
Pile N. 4 1 6 1 4 1 1 1 4
