Mat Foundation Design Page 1 of 17

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DESIGN OF MAT FOUNDATION

Mat Foundation Design(ACI 318-14) - Metric

Job Details

Job Name : MAT

Included
X (m) Y (m) Z (m)
Support
125 6.40 -1.50 4.56
126 6.40 -1.50 6.66
127 8.63 -1.50 6.66
129 8.63 -1.50 4.56

Pile Details

Pile Index X (m) Y (m) Z (m)

P2 6.68 -1.50 4.01
P3 7.48 -1.50 4.01
P4 8.28 -1.50 4.01
P9 5.88 -1.50 5.61
P13 5.88 -1.50 6.41
P17 5.88 -1.50 7.21
P18 6.68 -1.50 7.21
P19 7.48 -1.50 7.21
P20 8.28 -1.50 7.21

Load Details

Included Loads

Load Case No 101: DL + LL

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 0.78 -360.34 2.59 1.93 -0.63

126 -0.56 -248.16 3.87 2.30 0.18
127 1.74 -201.94 3.20 1.99 -0.54
129 0.26 -239.13 4.77 1.97 -0.19

Load Case No 102: DL + 0.75LL

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

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Mat Foundation Design Page 2 of 17

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 0.71 -345.56 2.55 1.89 -0.60

126 -0.62 -243.63 3.72 2.23 0.21
127 1.68 -199.76 3.15 1.99 -0.51
129 0.22 -234.46 4.77 1.97 -0.17

Load Case No 103: DL + 0.6WL(+X)

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 15.41 -301.05 3.59 2.30 -15.16

126 19.79 -133.20 4.69 2.63 -20.70
127 22.09 -303.99 1.99 1.49 -21.41
129 6.04 -253.24 4.33 1.76 -4.83

Load Case No 104: DL + 0.60WL(-X)

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 19.50 -298.48 3.62 2.34 -18.27

126 22.09 -127.74 4.76 2.66 -22.89
127 24.39 -310.13 2.41 1.99 -23.70
129 7.04 -255.58 4.72 2.05 -5.82

Load Case No 105: DL + 0.60WL(+Z)

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 1.13 -255.92 22.51 20.40 -0.92

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Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

126 1.31 -312.24 18.52 19.25 -1.57

127 3.57 -264.69 15.34 17.34 -2.29
129 0.25 -189.13 16.26 11.03 -0.23

Load Case No 106: DL + 0.6WL(-Z)

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 1.69 -273.87 15.01 13.31 -1.59

126 4.28 -260.51 12.98 12.73 -4.60
127 6.51 -245.57 8.64 9.23 -5.31
129 0.50 -208.75 10.16 6.27 -0.45

Load Case No 107: DL + EQ(+X)/1.4

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 70.37 -306.90 7.83 4.10 -69.43

126 96.23 244.47 10.12 4.87 -99.42
127 98.41 -726.80 -2.41 -0.89 -100.38
129 27.93 -377.63 2.26 0.61 -22.29

Load Case No 108: DL + EQZ/1.4

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 7.33 -66.62 102.22 93.78 -6.37

126 27.28 -571.20 79.80 87.43 -26.61

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Mat Foundation Design Page 4 of 17

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

127 29.22 -617.66 54.96 67.76 -27.29

129 2.30 -88.16 53.50 40.70 -1.88

Load Case No 109: DL + EQ(+X)/1.4

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -69.32 -295.54 -2.92 -0.54 68.39

126 -97.80 -704.54 -3.59 -0.86 100.04
127 -95.40 340.36 8.45 4.84 99.56
129 -27.73 -63.26 7.28 3.35 22.04

Load Case No 110: DL - EQZ/1.4

Load Type : Service

Serviceability Factor : 1.00

Design Factor : 0.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -6.28 -535.82 -97.32 -90.22 5.32

126 -28.84 111.13 -73.27 -83.42 27.23
127 -26.21 231.22 -48.92 -63.82 26.48
129 -2.10 -352.73 -43.97 -36.74 1.63

Load Case No 201: 1.4DL

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 0.74 -421.71 3.43 2.49 -0.73

126 -1.10 -322.05 4.57 2.81 0.43
127 2.11 -270.51 4.23 2.76 -0.57

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Mat Foundation Design Page 5 of 17

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

129 0.14 -308.62 6.68 2.77 -0.18

Load Case No 202: 1.2DL + 1.6LL

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 1.03 -456.05 3.16 2.38 -0.80

126 -0.59 -305.05 4.89 2.88 0.17
127 2.18 -245.81 3.91 2.40 -0.70
129 0.38 -294.43 5.73 2.35 -0.25

Load Case No 203: 1.2DL + 0.5WL(+X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 13.03 -361.32 3.89 2.57 -12.83

126 16.20 -195.34 5.11 2.93 -17.13
127 18.96 -324.17 2.76 1.96 -17.99
129 5.07 -291.86 5.36 2.19 -4.07

Load Case No 204: 1.2DL + 0.5WL(-X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 16.44 -359.18 3.92 2.60 -15.41

126 18.12 -190.80 5.16 2.95 -18.96
127 20.88 -329.29 3.12 2.38 -19.90
129 5.90 -293.81 5.68 2.43 -4.90

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Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

Load Case No 205: 1.2DL + 0.5WL(+Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 1.14 -323.71 19.66 17.66 -0.96

126 0.81 -344.54 16.63 16.77 -1.20
127 3.53 -291.42 13.89 15.18 -2.05
129 0.24 -238.44 15.30 9.91 -0.24

Load Case No 206: 1.2DL + 0.5WL(-Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 1.60 -338.67 13.41 11.74 -1.52

126 3.28 -301.44 12.01 11.35 -3.72
127 5.97 -275.49 8.31 8.41 -4.57
129 0.45 -254.79 10.22 5.95 -0.42

Load Case No 207: 1.2DL 0.5LL +WL(+X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 25.56 -390.75 4.91 3.08 -25.08

126 33.46 -123.71 6.60 3.60 -34.70
127 36.23 -420.83 1.99 1.57 -35.57
129 10.09 -328.54 5.00 2.00 -8.02

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Load Case No 208: 1.2DL + 0.5LL +WL(-X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 32.38 -386.45 4.97 3.14 -30.26

126 37.29 -114.61 6.71 3.65 -38.36
127 40.07 -431.07 2.70 2.41 -39.38
129 11.77 -332.43 5.64 2.48 -9.68

Load Case No 209: 1.2DL + 0.5LL +WL(+Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 1.77 -315.52 36.44 33.25 -1.34

126 2.67 -422.11 29.65 31.29 -2.83
127 5.36 -355.33 24.24 28.00 -3.69
129 0.45 -221.69 24.88 17.44 -0.36

Load Case No 210: 1.2DL + 0.5LL +WL(-Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 2.70 -345.44 23.94 21.42 -2.46

126 7.61 -335.90 20.41 20.44 -7.87
127 10.26 -323.47 13.08 14.47 -8.73
129 0.87 -254.38 14.71 9.52 -0.73

Load Case No 211: 1.2DL + 1.0LL + EQ(X) + 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

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Mat Foundation Design Page 8 of 17

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 98.71 -428.53 10.60 5.54 -97.25

126 135.16 370.40 14.13 6.71 -139.44
127 137.75 -987.89 -3.80 -1.63 -140.64
129 39.27 -503.37 2.22 0.44 -31.26

Load Case No 212: 1.2DL + 1.0LL + EQ(Z) + 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 10.41 -92.01 142.82 131.14 -8.92

126 38.58 -771.99 111.72 122.34 -37.46
127 40.85 -835.03 76.54 94.53 -38.28
129 3.36 -97.95 73.98 56.59 -2.67

Load Case No 213: 1.2DL + 1.0LL - EQ(X) - 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -96.94 -412.63 -4.45 -0.97 95.78

126 -136.60 -958.74 -5.07 -1.30 139.93
127 -133.68 506.73 11.41 6.40 139.39
129 -38.70 -63.07 9.24 4.28 30.84

Load Case No 214: 1.2DL + 1.0LL - EQ(Z) - 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

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Mat Foundation Design Page 9 of 17

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -8.65 -749.15 -136.66 -126.57 7.45

126 -40.02 183.65 -102.66 -116.93 37.94
127 -36.78 353.87 -68.94 -89.75 37.03
129 -2.80 -468.49 -62.53 -51.87 2.25

Load Case No 215: 1.2DL + 1.0LL - EQ(X) + 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -96.94 -412.63 -4.45 -0.97 95.78

126 -136.60 -958.74 -5.07 -1.30 139.93
127 -133.68 506.73 11.41 6.40 139.39
129 -38.70 -63.07 9.24 4.28 30.84

Load Case No 216: 1.2DL + 1.0LL - EQ(Z) + 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -8.65 -749.15 -136.66 -126.57 7.45

126 -40.02 183.65 -102.66 -116.93 37.94
127 -36.78 353.87 -68.94 -89.75 37.03
129 -2.80 -468.49 -62.53 -51.87 2.25

Load Case No 217: 1.2DL + 1.0LL + EQ(X) - 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 98.71 -428.53 10.60 5.54 -97.25

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Mat Foundation Design Page 10 of 17

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

126 135.16 370.40 14.13 6.71 -139.44

127 137.75 -987.89 -3.80 -1.63 -140.64
129 39.27 -503.37 2.22 0.44 -31.26

Load Case No 218: 1.2DL + 1.0LL + EQ(Z) - 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 10.41 -92.01 142.82 131.14 -8.92

126 38.58 -771.99 111.72 122.34 -37.46
127 40.85 -835.03 76.54 94.53 -38.28
129 3.36 -97.95 73.98 56.59 -2.67

Load Case No 219: 0.9DL + WL(+X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 25.28 -270.82 4.10 2.47 -24.87

126 33.58 -45.63 5.32 2.85 -34.73
127 35.67 -358.51 1.00 0.96 -35.38
129 9.98 -253.06 3.56 1.41 -7.95

Load Case No 220: 0.9DL + WL(-X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 32.09 -266.52 4.16 2.53 -30.05

126 37.41 -36.54 5.43 2.90 -38.38

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Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

127 39.50 -368.75 1.71 1.81 -39.19

129 11.66 -256.96 4.21 1.90 -9.61

Load Case No 221: 0.9DL + WL(+Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 1.48 -195.60 35.63 32.64 -1.13

126 2.79 -344.03 28.37 30.54 -2.86
127 4.79 -293.01 23.24 27.39 -3.50
129 0.34 -146.21 23.45 16.86 -0.29

Load Case No 222: 0.9DL + WL(-Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 2.42 -225.52 23.14 20.81 -2.25

126 7.74 -257.83 19.13 19.69 -7.90
127 9.69 -261.15 12.08 13.87 -8.54
129 0.75 -178.90 13.28 8.94 -0.66

Load Case No 223: 0.9DL + EQ(X) + 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 98.30 -279.05 9.73 4.85 -96.98

126 135.17 457.54 12.54 5.81 -139.40
127 137.07 -921.21 -4.89 -2.24 -140.38

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Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

129 39.07 -418.55 0.78 -0.14 -31.16

Load Case No 224: 0.9DL + EQ(Z) + 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 10.00 57.48 141.94 130.46 -8.65

126 38.59 -684.86 110.13 121.44 -37.42
127 40.17 -768.35 75.46 93.92 -38.02
129 3.17 -13.13 72.55 56.01 -2.57

Load Case No 225: 0.9DL - EQ(X) - 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -97.35 -263.14 -5.32 -1.65 96.04

126 -136.58 -871.60 -6.66 -2.20 139.96
127 -134.36 573.41 10.33 5.79 139.65
129 -38.89 21.75 7.80 3.70 30.93

Load Case No 226: 0.9DL - EQ(Z) - 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -9.06 -599.67 -137.53 -127.25 7.72

126 -40.01 270.79 -104.25 -117.83 37.98
127 -37.46 420.55 -70.02 -90.36 37.29
129 -2.99 -383.67 -63.96 -52.45 2.35

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Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

Load Case No 227: 0.9DL - EQ(X) + 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -97.35 -263.14 -5.32 -1.65 96.04

126 -136.58 -871.60 -6.66 -2.20 139.96
127 -134.36 573.41 10.33 5.79 139.65
129 -38.89 21.75 7.80 3.70 30.93

Load Case No 228: 0.9DL - EQ(Z) + 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 -9.06 -599.67 -137.53 -127.25 7.72

126 -40.01 270.79 -104.25 -117.83 37.98
127 -37.46 420.55 -70.02 -90.36 37.29
129 -2.99 -383.67 -63.96 -52.45 2.35

Load Case No 229: 0.9DL + EQ(X) - 0.3EQ(Z)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 98.30 -279.05 9.73 4.85 -96.98

126 135.17 457.54 12.54 5.81 -139.40
127 137.07 -921.21 -4.89 -2.24 -140.38
129 39.07 -418.55 0.78 -0.14 -31.16

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Load Case No 230: 0.9DL + EQ(Z) - 0.3EQ(X)

Load Type : Ultimate

Serviceability Factor : 0.00

Design Factor : 1.00

Self Weight Factor : 1.00

Column Reactions Applied as Loads on the Mat

For the loads shown in this table, the sign convention is the same as that for JOINT LOADS in STAAD.Pro when global Y is the vertical
axis.

Fy
(kN)
Fx Fz Mx Mz
NODE NO. Downwards is
(kN) (kN) (kNm) (kNm)
negative Upwards is
positive

125 10.00 57.48 141.94 130.46 -8.65

126 38.59 -684.86 110.13 121.44 -37.42
127 40.17 -768.35 75.46 93.92 -38.02
129 3.17 -13.13 72.55 56.01 -2.57

Load Combinations

Slab and Soil Properties

Thickness
Region Material Unit Weight
(m)
MAT 0.80 Concrete 24.00 kN/m3
AutoGen125 0.30 Concrete 24.00 kN/m3
AutoGen126 0.30 Concrete 24.00 kN/m3
AutoGen127 0.30 Concrete 24.00 kN/m3
AutoGen129 0.30 Concrete 24.00 kN/m3

Soil Details

Boundary Subgrade Modulus Soil Height Above Mat Soil Density

MAT 9000.00kN/m2/m 0.00m 18.00kN/m3
AutoGen125 0.04kip/in2/in 0.00m 17.28kN/m3
AutoGen126 0.04kip/in2/in 0.00m 17.28kN/m3
AutoGen127 0.04kip/in2/in 0.00m 17.28kN/m3
AutoGen129 0.04kip/in2/in 0.00m 17.28kN/m3

Pile Spring Support Details

Piles No KFx(kN/m) KFy(kN/m) KFz(kN/m)

P2 5000.00 50000.00 5000.00
P3 5000.00 50000.00 5000.00
P4 5000.00 50000.00 5000.00
P9 5000.00 50000.00 5000.00
P13 5000.00 50000.00 5000.00
P17 5000.00 50000.00 5000.00
P18 5000.00 50000.00 5000.00
P19 5000.00 50000.00 5000.00
P20 5000.00 50000.00 5000.00

Mat Geometry

Boundary Name : AutoGen125

Node No X Coor(m) Y Coor(m) Z Coor(m)
5 6.18 -1.50 4.33
6 6.63 -1.50 4.33
7 6.63 -1.50 4.79
8 6.18 -1.50 4.79
Boundary Name : AutoGen126
Node No X Coor(m) Y Coor(m) Z Coor(m)
9 6.18 -1.50 6.44
10 6.63 -1.50 6.44
11 6.63 -1.50 6.88
12 6.18 -1.50 6.88
Boundary Name : AutoGen127
Node No X Coor(m) Y Coor(m) Z Coor(m)
13 8.40 -1.50 6.44

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Node No X Coor(m) Y Coor(m) Z Coor(m)

14 8.85 -1.50 6.44
15 8.85 -1.50 6.88
16 8.40 -1.50 6.88
Boundary Name : AutoGen129
Node No X Coor(m) Y Coor(m) Z Coor(m)
17 8.48 -1.50 4.36
18 8.78 -1.50 4.36
19 8.78 -1.50 4.76
20 8.48 -1.50 4.76
Boundary Name : MAT
Node No X Coor(m) Y Coor(m) Z Coor(m)
21 5.38 -1.50 3.51
22 8.78 -1.50 3.51
23 8.78 -1.50 7.71
24 5.38 -1.50 7.71

Analysis Results

Node Displacement Summary

Rx Ry Rz
- Node Number Load Case Dx(mm) Dy(mm) Dz(mm)
(Rad) (Rad) (Rad)

Max Dx 1 101 0.00 -0.91 0.00 -0.00 0.00 -0.00

Max Dy 243 223 0.00 5.01 0.00 -0.00 0.00 -0.00
Max Dz 1 101 0.00 -0.91 0.00 -0.00 0.00 -0.00
Max Rx 186 224 0.00 -1.40 0.00 0.00 0.00 -0.00
Max Ry 1 101 0.00 -0.91 0.00 -0.00 0.00 -0.00
Max Rz 94 225 0.00 3.87 0.00 -0.00 0.00 0.00
Min Dx 1 101 0.00 -0.91 0.00 -0.00 0.00 -0.00
Min Dy 228 211 0.00 -7.56 0.00 -0.00 0.00 -0.00
Min Dz 1 101 0.00 -0.91 0.00 -0.00 0.00 -0.00
Min Rx 139 214 0.00 1.48 0.00 -0.00 0.00 0.00
Min Ry 1 101 0.00 -0.91 0.00 -0.00 0.00 -0.00
Min Rz 94 211 0.00 -6.87 0.00 -0.00 0.00 -0.00

Plate Stress Summary

SQx SQy Sx Sy Sxy Mx My Mxy

- Plate Load Case
(kN/m2 ) (kN/m2) (kN/m2) (kN/m2) (kN/m2) (kN-m/m) (kN-m/m) (kN-m/m)

Max SQX 14 213 1479.76 1057.11 0.00 0.00 0.00 394.62 160.71 168.09
Max SQY 115 225 469.06 1340.34 0.00 0.00 0.00 102.93 -195.62 52.41
Max SX 1 101 -140.29 29.56 0.00 0.00 0.00 13.88 9.98 2.98
Max SY 1 101 -140.29 29.56 0.00 0.00 0.00 13.88 9.98 2.98
Max SXY 1 101 -140.29 29.56 0.00 0.00 0.00 13.88 9.98 2.98
Max MX 14 213 1479.76 1057.11 0.00 0.00 0.00 394.62 160.71 168.09
Max MY 25 225 -166.21 -351.24 0.00 0.00 0.00 -134.50 339.76 62.66
Max MXY 116 211 720.14 -583.77 0.00 0.00 0.00 28.12 -164.07 271.96
Min SQX 20 225 -1080.65 186.29 0.00 0.00 0.00 -69.75 32.43 -74.36
Min SQY 115 211 -662.37 -1762.43 0.00 0.00 0.00 -106.92 237.45 -49.92
Min SX 1 101 -140.29 29.56 0.00 0.00 0.00 13.88 9.98 2.98
Min SY 1 101 -140.29 29.56 0.00 0.00 0.00 13.88 9.98 2.98
Min SXY 1 101 -140.29 29.56 0.00 0.00 0.00 13.88 9.98 2.98
Min MX 39 211 990.59 485.49 0.00 0.00 0.00 -389.99 239.89 -37.80
Min MY 25 211 419.32 848.92 0.00 0.00 0.00 214.95 -368.06 -71.34
Min MXY 116 225 -440.92 254.59 0.00 0.00 0.00 -13.75 138.06 -234.54

Soil Pressure Summary for Service Loads

Base Pressure
- Node X-Coor(m) Y-Coor(m) Z-Coor(m) Load Case
(kN/m2)
Maximum Base
242 8.28 -1.50 4.81 107 8380.37
Pressure
Minimum Base
242 8.28 -1.50 4.81 109 -2552.43
Pressure

Contact Area Summary

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Load Case Area in Contact(m2) % of Total Area Area out of Contact(m2) % of Total Area
101 14.28 100.00 0.00 0.00
102 14.28 100.00 0.00 0.00
103 13.55 94.89 0.73 5.11
104 13.25 92.81 1.03 7.19
105 14.28 100.00 0.00 0.00
106 14.28 100.00 0.00 0.00
107 9.04 63.28 5.24 36.72
108 11.36 79.55 2.92 20.45
109 9.39 65.75 4.89 34.25
110 9.07 63.50 5.21 36.50
201 14.28 100.00 0.00 0.00
202 14.28 100.00 0.00 0.00
203 14.11 98.78 0.17 1.22
204 14.00 98.04 0.28 1.96
205 14.28 100.00 0.00 0.00
206 14.28 100.00 0.00 0.00
207 12.48 87.39 1.80 12.61
208 12.12 84.88 2.16 15.12
209 14.28 100.00 0.00 0.00
210 14.28 100.00 0.00 0.00
211 8.92 62.44 5.36 37.56
212 11.03 77.21 3.25 22.79
213 8.59 60.16 5.69 39.84
214 8.58 60.09 5.70 39.91
215 8.59 60.16 5.69 39.84
216 8.58 60.09 5.70 39.91
217 8.92 62.44 5.36 37.56
218 11.03 77.21 3.25 22.79
219 11.67 81.70 2.61 18.30
220 11.31 79.23 2.97 20.77
221 14.18 99.32 0.10 0.68
222 14.28 100.00 0.00 0.00
223 8.51 59.59 5.77 40.41
224 10.25 71.80 4.03 28.20
225 8.24 57.69 6.04 42.31
226 7.99 55.98 6.29 44.02
227 8.24 57.69 6.04 42.31
228 7.99 55.98 6.29 44.02
229 8.51 59.59 5.77 40.41
230 10.25 71.80 4.03 28.20

Sliding Check

This check is not performed for a mat on piles.

Overturning Check

This check is not performed for a mat on piles.

Static Equilibrium Mismatch Report

No result of this type is applicable for this model.

Pile Reaction Summary for Service Load Cases

- PileNo Load Case Fx(kN) Fy(kN) Fz(kN)
Max Fx P1 101 -0.00 49.98 -0.00
Max Fy P4 107 -0.00 217.06 -0.00
Max Fz P1 101 -0.00 49.98 -0.00
Min Fx P1 101 -0.00 49.98 -0.00
Min Fy P17 107 -0.00 -105.12 -0.00
Min Fz P1 101 -0.00 49.98 -0.00

Pile Reaction Summary for Ultimate Load Cases

- PileNo Load Case Fx(kN) Fy(kN) Fz(kN)
Max Fx P1 201 -0.00 53.43 -0.00
Max Fy P4 211 -0.00 292.92 -0.00
Max Fz P1 201 -0.00 53.43 -0.00
Min Fx P1 201 -0.00 53.43 -0.00
Min Fy P17 223 -0.00 -163.40 -0.00

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- PileNo Load Case Fx(kN) Fy(kN) Fz(kN)

Min Fz P1 201 -0.00 53.43 -0.00

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