CIVIL ENGINEERING

DDK STATION

PROJECT NO. : 898-S

PROJECT NAME : MEGA

PROJECT LOCATION : AHEMADABAD

CLIENT : MEGA

PROJECT TYPE : Highways/Transportation

REFERENCE DOCUMENTS : _____________________________________________

_____________________________________________

_____________________________________________

By: _______________ Checked: _______________ Approved: _______________

Date: _______________ Date: _______________ Date: _______________

SDPL
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 1
OPTIONS
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Units:

Input Units: SI Output Units: SI Code: IS 456 : 2000

Concrete Parameters:

Compressive Strength : (N/sq mm) 35 Unit Weight : (kN/cu m) 25

Pier Concrete Cover: Allowable Concrete Stress increase:
X Direction : (mm) 40 Wind 33.33%
Z Direction : (mm) 40 Earthquake 50.00%
Footing Concrete Cover: Test 0.00%
X Direction : (mm) 75
Z Direction : (mm) 75
Top Steel to Top of footing : (mm) 75
Bot Steel to Top of Ftg/Pile (mm) 75

Reinforcing Steel Parameters:

Yield Strength : (N/sq mm) 500 Unit Weight of Steel: (kN/cu m) 78

Modulus of Elasticity of Steel: (kN/sq mm) 200 Footing Bar Spacing:
Pier Bars and Spacing: Min Rebar spacing: (mm) 75
Min Rebar spacing: (mm) 75 Max Rebar spacing: (mm) 300
Max no. of bars per Pier 100 Max Pier Long Rebar Size: (mm) 32
Temperature and Shrinkage Steel Ratio: 0.0009 Min Pier Long Rebar Size: (mm) 12

Soil/Pile Parameters:

Foundation Type : Pile-Supported Soil Unit Weight : (kN/cu m) 20

Pile Type: Drilled Shaft Allowable Increase in Vertical Capacity:
Pile Size & Shape: 1200 mm Wind 33.33%
Embedment : (mm) 75 Earthquake 50.00%
Edge Distance : (mm) 850 Test 20.00%
Minimum Spacing : (mm) 3600 Allowable Increase in Uplift Capacity:
Maximum Spacing : (mm) 4800 Wind 33.33%
Allowable Vertical Capacity: (kN) 6400 Earthquake 50.00%
Allowable Uplift Capacity: (kN) 3200 Test 0.00%
Allowable Horizontal Capacity: (kN) 600
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 2
FOUNDATION PARAMETERS
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Minimum Footing Parameters:

Grade Elevation (mm): 100

Depth of Footing or Cap below grade, Df (mm): 2500
Min. Soil cover above Footing or Cap, Sc (mm): 500
Depth of Water table below grade (mm): 5000
Consider Buoyancy: No
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 3

Applied Loads Element - P1

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load case Axial Load Shear in X Dir Mom about Z axis Shear in Z Dir Mom about X axis

No. KN KN KN M KN KN M

1 Dead 10.00 0.00 0.00 0.00 0.00

2 G-I 40533.53 -2053.63 -14931.36 0.00 0.00

3 G-IIA WITH LONGI EQ 28391.12 -4153.64 -36827.82 -827.53 9934.25

4 G-IIA WITH TRANS EQ 28391.12 -2121.09 -12798.34 -2758.45 33114.17

5 G-IIA WITH LONGI WIND 27839.43 -1423.03 -4792.47 0.00 0.00

6 G-IIA WITH TRANS WIND 27839.43 -1250.00 -2500.00 -357.04 4691.32

7 G-IIB WITH LONGI EQ 38425.71 -4161.37 -39263.69 -646.51 7761.13

8 G-IIB WITH TRANS EQ 38425.71 -2573.45 -20490.67 -2155.04 25870.45

9 G-IIB WITH LONGI WIND 37994.71 -2028.08 -14236.07 0.00 0.00

10 G-IIB WITH TRANS WIND 37994.71 -1892.90 -12445.09 -278.94 3665.09

11 1 WITH LONGI EQ 26170.28 -3972.16 -34682.33 -775.81 9313.36

12 1 WITH TRANS EQ 26170.28 -2066.65 -12154.70 -2586.04 31044.54

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 4

Applied Loads Element - P1

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load case Axial Load Shear in X Dir Mom about Z axis Shear in Z Dir Mom about X axis

No. KN KN KN M KN KN M

13 1 WITH LONGI WIND 25653.07 -1412.21 -4649.19 0.00 0.00

14 1 WITH TRANS WIND 25653.07 -1250.00 -2500.00 -334.72 4398.11

15 2 WITH LONGI EQ 29693.72 -3657.34 -31797.68 -620.65 7450.69

16 2 WITH TRANS EQ 29693.72 -2132.93 -13775.58 -2068.83 24835.63

17 2 WITH LONGI WIND 29279.96 -1609.38 -7771.17 0.00 0.00

18 2 WITH TRANS WIND 29279.96 -1479.61 -6051.82 -267.78 3518.49

19 3 WITH LONGI EQ 17763.06 -3622.16 -33982.33 -775.81 9313.36

20 3 WITH TRANS EQ 17763.06 -1716.65 -11454.70 -2586.04 31044.54

21 3 WITH LONGI WIND 17245.85 -1062.21 -3949.19 0.00 0.00

22 3 WITH TRANS WIND 17245.85 -900.00 -1800.00 -334.72 4398.11

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 5

Allowable Strength Load Combinations Element - P1

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Combination Axial Load Shear in X Dir Mom about Z axis Shear in Z Dir Mom about X axis

No. KN KN KN M KN KN M

1 0.7Dead 7.00 0.00 0.00 0.00 0.00

2 0.0001Dead + 0.7G-I 28373.47 -1437.54 -10451.95 0.00 0.00

3 0.0001Dead + 0.7G-IIA WITH LONGI EQ 19873.78 -2907.55 -25779.47 -579.27 6953.98

4 0.0001Dead + 0.7G-IIA WITH TRANS EQ 19873.78 -1484.76 -8958.84 -1930.91 23179.92

5 0.0001Dead + 0.7G-IIA WITH LONGI WIND 19487.60 -996.12 -3354.73 0.00 0.00

6 0.0001Dead + 0.7G-IIA WITH TRANS WIND 19487.60 -875.00 -1750.00 -249.93 3283.92

7 0.0001Dead + 0.7G-IIB WITH LONGI EQ 26898.00 -2912.96 -27484.58 -452.56 5432.79

8 0.0001Dead + 0.7G-IIB WITH TRANS EQ 26898.00 -1801.41 -14343.47 -1508.52 18109.31

9 0.0001Dead + 0.7G-IIB WITH LONGI WIND 26596.30 -1419.66 -9965.25 0.00 0.00

10 0.0001Dead + 0.7G-IIB WITH TRANS WIND 26596.30 -1325.03 -8711.56 -195.26 2565.56

11 0.0001Dead + 0.71 WITH LONGI EQ 18319.20 -2780.51 -24277.63 -543.07 6519.35

12 0.0001Dead + 0.71 WITH TRANS EQ 18319.20 -1446.65 -8508.29 -1810.23 21731.18

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 6

Allowable Strength Load Combinations Element - P1

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Combination Axial Load Shear in X Dir Mom about Z axis Shear in Z Dir Mom about X axis

No. KN KN KN M KN KN M

13 0.0001Dead + 0.71 WITH LONGI WIND 17957.15 -988.55 -3254.43 0.00 0.00

14 0.0001Dead + 0.71 WITH TRANS WIND 17957.15 -875.00 -1750.00 -234.31 3078.68

15 0.0001Dead + 0.72 WITH LONGI EQ 20785.61 -2560.14 -22258.38 -434.46 5215.48

16 0.0001Dead + 0.72 WITH TRANS EQ 20785.61 -1493.05 -9642.91 -1448.18 17384.94

17 0.0001Dead + 0.72 WITH LONGI WIND 20495.97 -1126.57 -5439.82 0.00 0.00

18 0.0001Dead + 0.72 WITH TRANS WIND 20495.97 -1035.73 -4236.27 -187.45 2462.94

19 0.0001Dead + 0.73 WITH LONGI EQ 12434.14 -2535.51 -23787.63 -543.07 6519.35

20 0.0001Dead + 0.73 WITH TRANS EQ 12434.14 -1201.65 -8018.29 -1810.23 21731.18

21 0.0001Dead + 0.73 WITH LONGI WIND 12072.10 -743.55 -2764.43 0.00 0.00

22 0.0001Dead + 0.73 WITH TRANS WIND 12072.10 -630.00 -1260.00 -234.31 3078.68
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 7

Ultimate Strength Load Combinations Element - P1

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Combination Axial Load Shear in X Dir Mom about Z axis Shear in Z Dir Mom about X axis

No. KN KN KN M KN KN M

1 Dead 10.00 0.00 0.00 0.00 0.00

2 0.0001Dead + G-I 40533.53 -2053.63 -14931.36 0.00 0.00

3 0.0001Dead + G-IIA WITH LONGI EQ 28391.12 -4153.64 -36827.82 -827.53 9934.25

4 0.0001Dead + G-IIA WITH TRANS EQ 28391.12 -2121.09 -12798.34 -2758.45 33114.17

5 0.0001Dead + G-IIA WITH LONGI WIND 27839.43 -1423.03 -4792.47 0.00 0.00

6 0.0001Dead + G-IIA WITH TRANS WIND 27839.43 -1250.00 -2500.00 -357.04 4691.32

7 0.0001Dead + G-IIB WITH LONGI EQ 38425.71 -4161.37 -39263.69 -646.51 7761.13

8 0.0001Dead + G-IIB WITH TRANS EQ 38425.71 -2573.45 -20490.67 -2155.04 25870.45

9 0.0001Dead + G-IIB WITH LONGI WIND 37994.71 -2028.08 -14236.07 0.00 0.00

10 0.0001Dead + G-IIB WITH TRANS WIND 37994.71 -1892.90 -12445.09 -278.94 3665.09

11 0.0001Dead + 1 WITH LONGI EQ 26170.28 -3972.16 -34682.33 -775.81 9313.36

12 0.0001Dead + 1 WITH TRANS EQ 26170.28 -2066.65 -12154.70 -2586.04 31044.54

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 8

Ultimate Strength Load Combinations Element - P1

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Combination Axial Load Shear in X Dir Mom about Z axis Shear in Z Dir Mom about X axis

No. KN KN KN M KN KN M

13 0.0001Dead + 1 WITH LONGI WIND 25653.07 -1412.21 -4649.19 0.00 0.00

14 0.0001Dead + 1 WITH TRANS WIND 25653.07 -1250.00 -2500.00 -334.72 4398.11

15 0.0001Dead + 2 WITH LONGI EQ 29693.72 -3657.34 -31797.68 -620.65 7450.69

16 0.0001Dead + 2 WITH TRANS EQ 29693.72 -2132.93 -13775.58 -2068.83 24835.63

17 0.0001Dead + 2 WITH LONGI WIND 29279.96 -1609.38 -7771.17 0.00 0.00

18 0.0001Dead + 2 WITH TRANS WIND 29279.96 -1479.61 -6051.82 -267.78 3518.49

19 0.0001Dead + 3 WITH LONGI EQ 17763.06 -3622.16 -33982.33 -775.81 9313.36

20 0.0001Dead + 3 WITH TRANS EQ 17763.06 -1716.65 -11454.70 -2586.04 31044.54

21 0.0001Dead + 3 WITH LONGI WIND 17245.85 -1062.21 -3949.19 0.00 0.00

22 0.0001Dead + 3 WITH TRANS WIND 17245.85 -900.00 -1800.00 -334.72 4398.11

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 9
PILE CAPACITIES
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Vert Vert Pile No Uplift Uplift Pile No Shear Shear
Comb Act Load All Load Act Load All Load Act Load All Load Remarks
No. KN KN KN KN KN KN

1 0.7Dead 409.20 6400.00 1 0.00 3200.00 N/A 0.00 600.00

2 0.0001Dead + 0.7G-I 5714.36 6400.00 1 0.00 3200.00 N/A 239.59 600.00

3 0.0001Dead + 0.7G-IIA WITH LONGI EQ 6005.89 9600.00 1 0.00 4800.00 N/A 494.12 600.00

4 0.0001Dead + 0.7G-IIA WITH TRANS EQ 5463.66 9600.00 1 0.00 4800.00 N/A 405.96 600.00

5 0.0001Dead + 0.7G-IIA WITH LONGI WIND 3660.81 8533.12 1 0.00 4266.56 N/A 166.02 600.00

6 0.0001Dead + 0.7G-IIA WITH TRANS WIND 3710.43 8533.12 1 0.00 4266.56 N/A 151.67 600.00

7 0.0001Dead + 0.7G-IIB WITH LONGI EQ 7213.23 9600.00 1 0.00 4800.00 N/A 491.32 600.00

8 0.0001Dead + 0.7G-IIB WITH TRANS EQ 6789.61 9600.00 1 0.00 4800.00 N/A 391.60 600.00

9 0.0001Dead + 0.7G-IIB WITH LONGI WIND 5381.13 8533.12 1 0.00 4266.56 N/A 236.61 600.00

10 0.0001Dead + 0.7G-IIB WITH TRANS WIND 5419.90 8533.12 1 0.00 4266.56 N/A 223.22 600.00

11 0.0001Dead + 0.71 WITH LONGI EQ 5595.92 9600.00 1 0.00 4800.00 N/A 472.18 600.00

12 0.0001Dead + 0.71 WITH TRANS EQ 5087.58 9600.00 1 0.00 4800.00 N/A 386.21 600.00
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 10
PILE CAPACITIES
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Vert Vert Pile No Uplift Uplift Pile No Shear Shear
Comb Act Load All Load Act Load All Load Act Load All Load Remarks
No. KN KN KN KN KN KN

13 0.0001Dead + 0.71 WITH LONGI WIND 3397.41 8533.12 1 0.00 4266.56 N/A 164.76 600.00

14 0.0001Dead + 0.71 WITH TRANS WIND 3443.92 8533.12 1 0.00 4266.56 N/A 150.97 600.00

15 0.0001Dead + 0.72 WITH LONGI EQ 5756.04 9600.00 1 0.00 4800.00 N/A 432.79 600.00

16 0.0001Dead + 0.72 WITH TRANS EQ 5349.36 9600.00 1 0.00 4800.00 N/A 346.67 600.00

17 0.0001Dead + 0.72 WITH LONGI WIND 3997.23 8533.12 1 0.00 4266.56 N/A 187.76 600.00

18 0.0001Dead + 0.72 WITH TRANS WIND 4034.44 8533.12 1 0.00 4266.56 N/A 175.43 600.00

19 0.0001Dead + 0.73 WITH LONGI EQ 4536.81 9600.00 1 391.98 4800.00 6 432.17 600.00

20 0.0001Dead + 0.73 WITH TRANS EQ 4028.47 9600.00 1 0.00 4800.00 N/A 362.13 600.00

21 0.0001Dead + 0.73 WITH LONGI WIND 2338.30 8533.12 1 0.00 4266.56 N/A 123.92 600.00

22 0.0001Dead + 0.73 WITH TRANS WIND 2384.82 8533.12 1 0.00 4266.56 N/A 112.03 600.00
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 11
PILE CAPACITIES
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Pile X Z Vert Vert Load No Uplift Uplift Load No Shear Shear Load No Remarks
Coord Coord Act Load All Load Act Load All Load Act Load All Load
No. M M KN KN KN KN KN KN

1 -3.60 2.40 7213.23 9600.00 7 0.00 4266.56 N/A 494.12 600.00 3

2 0.00 2.40 5468.28 9600.00 8 0.00 4266.56 N/A 494.12 600.00 3

3 3.60 2.40 4146.95 9600.00 8 0.00 4266.56 N/A 494.12 600.00 3

4 -3.60 -2.40 6622.10 9600.00 7 0.00 4266.56 N/A 494.12 600.00 3

5 0.00 -2.40 4728.97 6400.00 2 0.00 4266.56 N/A 494.12 600.00 3

6 3.60 -2.40 3743.58 6400.00 2 391.98 4800.00 19 494.12 600.00 3

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 12
Pile Layout
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

850 mm 3600 mm 3600 mm N

850 mm

1 2 3

6500 mm
4800 mm

C.L
Total Number 6
of Piles:

Pile Type:
Drilled Shaft

4 5 6
Pile Size: 1200 mm

C.L. LEGEND:

8900 mm
COMPRESSION

TENSION

DDK STATION
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 13
Pier P1 - Plan, Elev & Section
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

TOP EL. 200

600 GR El. 100
0 - 0 mm bars
0 ea in X Dir 0 0
@ 0 mm o.c.
1 - 30 mm
0 ea in Z Dir
Ties
@ 0 mm o.c. 0
500

A A
2200

Z
0
2400
2000
X
PLAN - PIER P1

Avx = 2023 sq mm/m

Avz = 2207 sq mm/m

75 mm

ELEVATION LOOKING IN Z DIR

SECTION A-A
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 14
Element - P1 Ultimate Loads
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Axial Axial App Mom All Mom App Mom All Mom Remarks
Case Combination App Load All Load @ X axis @ X axis @ Z axis @ Z axis
KN KN KN M KN M KN M KN M

1 Dead 89.20 0.00 0.00 0.00 0.00 0.00 Capa Exc

2 0.0001Dead + G-I 40533.54 0.00 0.00 0.00 0.00 0.00 Capa Exc

3 0.0001Dead + G-IIA WITH LONGI EQ 28391.13 0.00 0.00 0.00 0.00 0.00 Capa Exc

4 0.0001Dead + G-IIA WITH TRANS EQ 28391.13 0.00 0.00 0.00 0.00 0.00 Capa Exc

5 0.0001Dead + G-IIA WITH LONGI WIND 27839.44 0.00 0.00 0.00 0.00 0.00 Capa Exc

6 0.0001Dead + G-IIA WITH TRANS WIND 27839.44 0.00 0.00 0.00 0.00 0.00 Capa Exc

7 0.0001Dead + G-IIB WITH LONGI EQ 38425.72 0.00 0.00 0.00 0.00 0.00 Capa Exc

8 0.0001Dead + G-IIB WITH TRANS EQ 38425.72 0.00 0.00 0.00 0.00 0.00 Capa Exc

9 0.0001Dead + G-IIB WITH LONGI WIND 37994.72 0.00 0.00 0.00 0.00 0.00 Capa Exc

10 0.0001Dead + G-IIB WITH TRANS WIND 37994.72 0.00 0.00 0.00 0.00 0.00 Capa Exc

11 0.0001Dead + 1 WITH LONGI EQ 26170.29 0.00 0.00 0.00 0.00 0.00 Capa Exc

12 0.0001Dead + 1 WITH TRANS EQ 26170.29 0.00 0.00 0.00 0.00 0.00 Capa Exc
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 15
Element - P1 Ultimate Loads
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Axial Axial App Mom All Mom App Mom All Mom Remarks
Case Combination App Load All Load @ X axis @ X axis @ Z axis @ Z axis
KN KN KN M KN M KN M KN M

13 0.0001Dead + 1 WITH LONGI WIND 25653.08 0.00 0.00 0.00 0.00 0.00 Capa Exc

14 0.0001Dead + 1 WITH TRANS WIND 25653.08 0.00 0.00 0.00 0.00 0.00 Capa Exc

15 0.0001Dead + 2 WITH LONGI EQ 29693.73 0.00 0.00 0.00 0.00 0.00 Capa Exc

16 0.0001Dead + 2 WITH TRANS EQ 29693.73 0.00 0.00 0.00 0.00 0.00 Capa Exc

17 0.0001Dead + 2 WITH LONGI WIND 29279.97 0.00 0.00 0.00 0.00 0.00 Capa Exc

18 0.0001Dead + 2 WITH TRANS WIND 29279.97 0.00 0.00 0.00 0.00 0.00 Capa Exc

19 0.0001Dead + 3 WITH LONGI EQ 17763.07 0.00 0.00 0.00 0.00 0.00 Capa Exc

20 0.0001Dead + 3 WITH TRANS EQ 17763.07 0.00 0.00 0.00 0.00 0.00 Capa Exc

21 0.0001Dead + 3 WITH LONGI WIND 17245.86 0.00 0.00 0.00 0.00 0.00 Capa Exc

22 0.0001Dead + 3 WITH TRANS WIND 17245.86 0.00 0.00 0.00 0.00 0.00 Capa Exc
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 16
FOOTING REBARS
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Footing Data:

Footing/Pile Cap Size in Z Direction (mm) 6500

Footing/Pile Cap Size in X Direction (mm) 8900

Footing/Pile Cap Thickness (mm) 2000

Top Steel:

Tot Bars Bar Size Rebar Sp Area Prov Area Req Ult Mom Controlling Load Case
(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

X Dir 22 12 300 3.83 0.52 -39 19. 0.0001Dead + 3 WITH LONGI EQ

Z Dir 0 0 0 0 0.00 0 22. 0.0001Dead + 3 WITH TRANS WIND

Bottom Steel:

Tot Bars Bar Size Rebar Sp Area Prov Area Req Ult Mom Controlling Load Case
(mm) (mm) (sq cm/m) (sq cm/m) (kN m/m)

X Dir 80 32 80 98.98 98.88 7,298 7. 0.0001Dead + G-IIB WITH LONGI EQ

Z Dir 110 22 80 46.98 45.72 3,423 8. 0.0001Dead + G-IIB WITH TRANS EQ

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 17
PUNCHING SHEAR
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Pier Load Max. Load Applied Punch. Allowed Punch. Pier Size Pier Shape Remarks
No. Combination Shear Str Shear Str
KN N/SQ MM N/SQ MM MM

1 2. 0.0001Dead + G-I 40533.630 1.350 1.480 2400 X 2200 Rectangular

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 18

MAXIMUM FOOTING SHEAR

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Shear Applied Max. Allowed Max. Remarks
No. Combination Left Edge X Dir Shear Str Shear Str
M KN N/SQ MM N/SQ MM

1 Dead 6.563 271.376 0.023 0.520

2 0.0001Dead + G-I 2.338 -16326.590 1.376 0.520 Beam Shear Exc

3 0.0001Dead + G-IIA WITH LONGI EQ 2.338 -16078.630 1.355 0.520 Beam Shear Exc

4 0.0001Dead + G-IIA WITH TRANS EQ 2.338 -12007.230 1.012 0.520 Beam Shear Exc

5 0.0001Dead + G-IIA WITH LONGI WIND 2.338 -10459.330 0.882 0.520 Beam Shear Exc

6 0.0001Dead + G-IIA WITH TRANS WIND 2.338 -10078.450 0.850 0.520 Beam Shear Exc

7 0.0001Dead + G-IIB WITH LONGI EQ 2.338 -19764.610 1.666 0.520 Beam Shear Exc

8 0.0001Dead + G-IIB WITH TRANS EQ 2.338 -16583.820 1.398 0.520 Beam Shear Exc

9 0.0001Dead + G-IIB WITH LONGI WIND 2.338 -15374.530 1.296 0.520 Beam Shear Exc

10 0.0001Dead + G-IIB WITH TRANS WIND 2.338 -15076.960 1.271 0.520 Beam Shear Exc

11 0.0001Dead + 1 WITH LONGI EQ 2.338 -14974.830 1.262 0.520 Beam Shear Exc

12 0.0001Dead + 1 WITH TRANS EQ 2.338 -11157.900 0.941 0.520 Beam Shear Exc
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 19

MAXIMUM FOOTING SHEAR

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Shear Applied Max. Allowed Max. Remarks
No. Combination Left Edge X Dir Shear Str Shear Str
M KN N/SQ MM N/SQ MM

13 0.0001Dead + 1 WITH LONGI WIND 2.338 -9706.736 0.818 0.520 Beam Shear Exc

14 0.0001Dead + 1 WITH TRANS WIND 2.338 -9349.662 0.788 0.520 Beam Shear Exc

15 0.0001Dead + 2 WITH LONGI EQ 2.338 -15634.980 1.318 0.520 Beam Shear Exc

16 0.0001Dead + 2 WITH TRANS EQ 2.338 -12581.430 1.061 0.520 Beam Shear Exc

17 0.0001Dead + 2 WITH LONGI WIND 2.338 -11420.510 0.963 0.520 Beam Shear Exc

18 0.0001Dead + 2 WITH TRANS WIND 2.338 -11134.850 0.939 0.520 Beam Shear Exc

19 0.0001Dead + 3 WITH LONGI EQ 2.338 -11948.820 1.007 0.520 Beam Shear Exc

20 0.0001Dead + 3 WITH TRANS EQ 2.338 -8131.879 0.686 0.520 Beam Shear Exc

21 0.0001Dead + 3 WITH LONGI WIND 2.338 -6680.718 0.563 0.520 Beam Shear Exc

22 0.0001Dead + 3 WITH TRANS WIND 2.338 -6323.644 0.533 0.520 Beam Shear Exc
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 20

MAXIMUM FOOTING SHEAR

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Shear Applied Max. Allowed Max. Remarks
No. Combination Bottom Edge Z Dir Shear Str Shear Str
M KN N/SQ MM N/SQ MM

1 Dead 1.238 -1102.927 0.068 0.377

2 0.0001Dead + G-I 5.263 20266.880 1.248 0.377 Beam Shear Exc

3 0.0001Dead + G-IIA WITH LONGI EQ 5.263 15817.060 0.974 0.377 Beam Shear Exc

4 0.0001Dead + G-IIA WITH TRANS EQ 5.263 19600.290 1.207 0.377 Beam Shear Exc

5 0.0001Dead + G-IIA WITH LONGI WIND 1.238 -13919.830 0.857 0.377 Beam Shear Exc

6 0.0001Dead + G-IIA WITH TRANS WIND 5.263 14703.780 0.905 0.377 Beam Shear Exc

7 0.0001Dead + G-IIB WITH LONGI EQ 5.263 20479.680 1.261 0.377 Beam Shear Exc

8 0.0001Dead + G-IIB WITH TRANS EQ 5.263 23435.330 1.443 0.377 Beam Shear Exc

9 0.0001Dead + G-IIB WITH LONGI WIND 5.263 18997.470 1.170 0.377 Beam Shear Exc

10 0.0001Dead + G-IIB WITH TRANS WIND 5.263 19609.940 1.207 0.377 Beam Shear Exc

11 0.0001Dead + 1 WITH LONGI EQ 5.263 14605.300 0.899 0.377 Beam Shear Exc

12 0.0001Dead + 1 WITH TRANS EQ 5.263 18152.090 1.118 0.377 Beam Shear Exc
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 21

MAXIMUM FOOTING SHEAR

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Shear Applied Max. Allowed Max. Remarks
No. Combination Bottom Edge Z Dir Shear Str Shear Str
M KN N/SQ MM N/SQ MM

13 0.0001Dead + 1 WITH LONGI WIND 5.263 12826.650 0.790 0.377 Beam Shear Exc

14 0.0001Dead + 1 WITH TRANS WIND 5.263 13561.610 0.835 0.377 Beam Shear Exc

15 0.0001Dead + 2 WITH LONGI EQ 5.263 16063.010 0.989 0.377 Beam Shear Exc

16 0.0001Dead + 2 WITH TRANS EQ 5.263 18900.440 1.164 0.377 Beam Shear Exc

17 0.0001Dead + 2 WITH LONGI WIND 5.263 14640.090 0.901 0.377 Beam Shear Exc

18 0.0001Dead + 2 WITH TRANS WIND 5.263 15228.060 0.938 0.377 Beam Shear Exc

19 0.0001Dead + 3 WITH LONGI EQ 5.263 10401.690 0.640 0.377 Beam Shear Exc

20 0.0001Dead + 3 WITH TRANS EQ 5.263 13948.480 0.859 0.377 Beam Shear Exc

21 0.0001Dead + 3 WITH LONGI WIND 5.263 8623.034 0.531 0.377 Beam Shear Exc

22 0.0001Dead + 3 WITH TRANS WIND 5.263 9357.998 0.576 0.377 Beam Shear Exc
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 22

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Bottom Edge X Axis Ratio Area
M KN M SQ CM/M

1 Dead 4.350 1064.377 0.00155 30.991 Bottom

1 Dead 0.000 0.000 0.00000 0.000 Top

2 0.0001Dead + G-I 2.150 26346.900 0.00199 39.773 Bottom

2 0.0001Dead + G-I 0.000 0.000 0.00000 0.000 Top

3 0.0001Dead + G-IIA WITH LONGI EQ 4.350 20562.140 0.00155 31.040 Bottom

3 0.0001Dead + G-IIA WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

4 0.0001Dead + G-IIA WITH TRANS EQ 4.350 25480.350 0.00192 38.465 Bottom

4 0.0001Dead + G-IIA WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

5 0.0001Dead + G-IIA WITH LONGI WIND 4.350 18095.740 0.00155 30.991 Bottom

5 0.0001Dead + G-IIA WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

6 0.0001Dead + G-IIA WITH TRANS WIND 4.350 19114.890 0.00155 30.991 Bottom

6 0.0001Dead + G-IIA WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 23

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Bottom Edge X Axis Ratio Area
M KN M SQ CM/M

7 0.0001Dead + G-IIB WITH LONGI EQ 4.350 26623.540 0.00201 40.191 Bottom

7 0.0001Dead + G-IIB WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

8 0.0001Dead + G-IIB WITH TRANS EQ 4.350 30465.890 0.00230 45.991 Bottom

8 0.0001Dead + G-IIB WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

9 0.0001Dead + G-IIB WITH LONGI WIND 4.350 24696.670 0.00186 37.282 Bottom

9 0.0001Dead + G-IIB WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

10 0.0001Dead + G-IIB WITH TRANS WIND 4.350 25492.880 0.00192 38.484 Bottom

10 0.0001Dead + G-IIB WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

11 0.0001Dead + 1 WITH LONGI EQ 4.350 18986.850 0.00155 30.991 Bottom

11 0.0001Dead + 1 WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

12 0.0001Dead + 1 WITH TRANS EQ 4.350 23597.680 0.00178 35.623 Bottom

12 0.0001Dead + 1 WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 24

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Bottom Edge X Axis Ratio Area
M KN M SQ CM/M

13 0.0001Dead + 1 WITH LONGI WIND 2.150 16674.600 0.00155 30.991 Bottom

13 0.0001Dead + 1 WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

14 0.0001Dead + 1 WITH TRANS WIND 4.350 17630.060 0.00155 30.991 Bottom

14 0.0001Dead + 1 WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

15 0.0001Dead + 2 WITH LONGI EQ 4.350 20881.880 0.00158 31.523 Bottom

15 0.0001Dead + 2 WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

16 0.0001Dead + 2 WITH TRANS EQ 4.350 24570.540 0.00185 37.091 Bottom

16 0.0001Dead + 2 WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

17 0.0001Dead + 2 WITH LONGI WIND 2.150 19032.080 0.00155 30.991 Bottom

17 0.0001Dead + 2 WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

18 0.0001Dead + 2 WITH TRANS WIND 4.350 19796.440 0.00155 30.991 Bottom

18 0.0001Dead + 2 WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 25

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Bottom Edge X Axis Ratio Area
M KN M SQ CM/M

19 0.0001Dead + 3 WITH LONGI EQ 4.350 13522.160 0.00155 30.991 Bottom

19 0.0001Dead + 3 WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

20 0.0001Dead + 3 WITH TRANS EQ 4.350 18132.990 0.00155 30.991 Bottom

20 0.0001Dead + 3 WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

21 0.0001Dead + 3 WITH LONGI WIND 4.350 11209.910 0.00155 30.991 Bottom

21 0.0001Dead + 3 WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

22 0.0001Dead + 3 WITH TRANS WIND 4.350 12165.360 0.00155 30.991 Bottom

22 0.0001Dead + 3 WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 26

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Left Edge Z Axis Ratio Area
M KN M SQ CM/M

1 Dead 5.650 777.564 0.00156 31.297 Bottom

1 Dead 0.000 0.000 0.00000 0.000 Top

2 0.0001Dead + G-I 3.250 39183.840 0.00402 80.474 Bottom

2 0.0001Dead + G-I 0.000 0.000 0.00000 0.000 Top

3 0.0001Dead + G-IIA WITH LONGI EQ 3.250 38588.730 0.00396 79.169 Bottom

3 0.0001Dead + G-IIA WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

4 0.0001Dead + G-IIA WITH TRANS EQ 3.250 28817.370 0.00293 58.526 Bottom

4 0.0001Dead + G-IIA WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

5 0.0001Dead + G-IIA WITH LONGI WIND 3.250 25102.400 0.00255 50.981 Bottom

5 0.0001Dead + G-IIA WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

6 0.0001Dead + G-IIA WITH TRANS WIND 3.250 24188.290 0.00246 49.124 Bottom

6 0.0001Dead + G-IIA WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 27

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Left Edge Z Axis Ratio Area
M KN M SQ CM/M

7 0.0001Dead + G-IIB WITH LONGI EQ 3.250 47435.070 0.00494 98.878 Bottom

7 0.0001Dead + G-IIB WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

8 0.0001Dead + G-IIB WITH TRANS EQ 3.250 39801.190 0.00409 81.831 Bottom

8 0.0001Dead + G-IIB WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

9 0.0001Dead + G-IIB WITH LONGI WIND 3.250 36898.880 0.00377 75.479 Bottom

9 0.0001Dead + G-IIB WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

10 0.0001Dead + G-IIB WITH TRANS WIND 3.250 36184.730 0.00370 73.927 Bottom

10 0.0001Dead + G-IIB WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

11 0.0001Dead + 1 WITH LONGI EQ 3.250 35939.620 0.00367 73.395 Bottom

11 0.0001Dead + 1 WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

12 0.0001Dead + 1 WITH TRANS EQ 3.250 26778.960 0.00272 54.386 Bottom

12 0.0001Dead + 1 WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 28

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Left Edge Z Axis Ratio Area
M KN M SQ CM/M

13 0.0001Dead + 1 WITH LONGI WIND 3.250 23296.180 0.00237 47.313 Bottom

13 0.0001Dead + 1 WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

14 0.0001Dead + 1 WITH TRANS WIND 3.250 22439.200 0.00228 45.572 Bottom

14 0.0001Dead + 1 WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

15 0.0001Dead + 2 WITH LONGI EQ 3.250 37523.970 0.00384 76.841 Bottom

15 0.0001Dead + 2 WITH LONGI EQ 0.000 0.000 0.00000 0.000 Top

16 0.0001Dead + 2 WITH TRANS EQ 3.250 30195.450 0.00307 61.324 Bottom

16 0.0001Dead + 2 WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

17 0.0001Dead + 2 WITH LONGI WIND 3.250 27409.230 0.00278 55.666 Bottom

17 0.0001Dead + 2 WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

18 0.0001Dead + 2 WITH TRANS WIND 3.250 26723.650 0.00271 54.273 Bottom

18 0.0001Dead + 2 WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 29

MAXIMUM MOMENTS

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

Load Load Dist. From Max. Moment Reinf Steel. Reinf Steel. Reinf Level
No. Combination Left Edge Z Axis Ratio Area
M KN M SQ CM/M

19 0.0001Dead + 3 WITH LONGI EQ 3.250 28677.180 0.00291 58.241 Bottom

19 0.0001Dead + 3 WITH LONGI EQ 5.650 -256.121 0.00003 0.520 Top

20 0.0001Dead + 3 WITH TRANS EQ 3.250 19516.520 0.00198 39.636 Bottom

20 0.0001Dead + 3 WITH TRANS EQ 0.000 0.000 0.00000 0.000 Top

21 0.0001Dead + 3 WITH LONGI WIND 3.250 16033.740 0.00163 32.563 Bottom

21 0.0001Dead + 3 WITH LONGI WIND 0.000 0.000 0.00000 0.000 Top

22 0.0001Dead + 3 WITH TRANS WIND 3.250 15176.760 0.00156 31.297 Bottom

22 0.0001Dead + 3 WITH TRANS WIND 0.000 0.000 0.00000 0.000 Top

DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 30
Foundation Plan
Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

6500

P1

8900

PLAN

DDK STATION
 DIMENSIONAL SOLUTIONS MAT3D Version: 6.1.0 Date: 2/9/2017 Page 31

Engr: PRA Date: 2/9/2017 Checker: DR. YERI Date: 2/9/2017

FOUNDATION MATERIAL QUANTITIES

FOUNDATION TYPE FOUNDATION NAME/NUMBER

Concrete Volume: 0

Formwork Area: 0

Reinforcing Steel Weight: 0

Excavation Volume: 0

Grout Volume: Cubic Meters (CM) 0

Anchor Bolt Weight: Kilograms (KG) 0

Above Grade Finish: Square Meters (SM) 0