Rc Abutment Modified

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DESIGN OF REINFORCED CONCRETE ABUTMENT

Designer:

A.M.C.T.K Attanayake (Prepaired by A.M.C.T.K Attanayake)

Project:

TISSA WAWA

DIMENSIONS OF SUPERSTRUCTURE

TOTAL HEIGHT OF THE STRUCTURE 8 (m)

TOTAL LENGTH OF DECK 6.355(m)

CAIRRAGEWAY WIDTH 7.40 (m)

PLATFORM WIDTH 9.80 (m)

FOOTWALK WIDTH (PER SIDE) 1.20 (m)

TYPE OF SUPERSTRUCTURE Pre-tensioned (New Design)

DIAMETER OF POLYTHENE DISPLACERS 0 (m)

LENGTH OF POLYTHENE DISPLACERS 4.855(m)

NUMBER OF POLYTHENE DISPLACERS 0

HEIGHT OF DECK SLAB 0.000(m)

HEIGHT OF DECK AT KERB END 0.05 (m)

HEIGHT OF DECK AT CENTER 0.112(m)

HEIGHT OF DECK AT P.EDGE 0.34 (m)

HEIGHT OF SOIL AT PASSIVE PRESSURE SIDE 0 (m)

-8 -7 -6 -5 -4 -3 -2 -1 0 1 2 0.00 0.00 0.00 0.00 0.00

R/C ABUTMENT

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DIMENSIONS OF CAPPING BEAM

LENGTH OF ABUTMENT

10.4 (m)

WIDTH OF CAPPING BEAM

0.715 (m)

HEIGHT OF CAPPING BEAM

0.45 (m)

WIDTH OF BALLAST WALL

0.23 (m)

HEIGHT OF BALLAST WALL

0.41 (m)

WIDTH OF CURTANE WALL

0.3

(m)

DISTANCE TO BEARING POINT FROM FACE

0.23 (m)

HEIGHT TO BEARING SEAT FROM CAPPING TOP

0.038 (m)

WIDTH OF ABUTMENT STEM AT TOP

0.6 (m)

WIDTH OF ABUTMENT STEM AT BOTTOM

1 (m)

CLEAR HEIGHT OF ABUTMENT STEM

6.14 (m)

WIDTH OF FOUNDATION AT RIVER SIDE

D

1 (m)

WIDTH OF FOUNDATION AT LAND SIDE

B

3 (m)

THICKNESS OF BEARING PAD

T

1 (m)

DENSITY OF MATERIAL

DENSITY OF STRUCTURAL CONCRETE 24(kN/m3)

DENSITY OF MASS CONCRETE 23.6 (kN/m3)

DENSITY OF WEARING SURFACE 22.6 (kN/m3)

DENSITY OF SOIL 17.28(kN/m3)

WEIGHT OF HAND RAILS 0.585(kN/m)

Ka 0.27

KP 3.7

FRICTION FACTOR BETWEEN SOIL AND CONCRETE 0.35

PERMANENT LOADS

CROSS SECTIONAL AREA OF DECK ( AUTO CAD) 4.4 m2

WEIGHT OF CONCRETE DECK 671.09 (kN)

WEIGHT OF WEARING SURFACE 55.49(kN)

WEIGHT OF HAND RAILS 7.44 (kN)

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LIVE LOAD

NUMBER OF LANES 2

HA LOADING - UDL 381.3(kN)

KNIFE EDGE LOAD 240(kN)

TRACTIVE FORCE (HA) 250.84 (kN)

PEDESTRIAN LOADING/AREA 4 (kN/m2₎

PEDESTRIAN LOADING 61.008 (kN)

HB LOADING UNITS 30

INNER AXLE SPACING OF HB VEHICLE 6 (m)

NUMBER OF AXELS 4

TRACTIVE FORCE (HB) 150(kN)

SURCHARGE 10(kN/m2)

REDUCTION FACTOR FOR TRACTIVE FORCE (HA & HB) 0.6

LOAD

TOTAL DEAD WEIGHT ON ABUTMENT 367.01 (kN)

TOTAL HA LIVE LOAD ON ABUTMENT 461.15 (kN)

DEAD LOAD ON ABUTMENT /m 35.29(kN/m)

44.64083

HA LIVE LOAD ON ABUTMENT /m 41.41(kN/m)

68.32428

HA TRACTIVE FORCE /m OF ABUTMENT 14.47(kN/m)

23.87804

HB LIVE LOAD ON ABUTMENT /m 52.45(kN/m)

86.55068

HB TRACTIVE FORCE /m OF ABUTMENT 14.42(kN/m)

23.79808

WEIGHT OF CAPPING BEAM /m 7.72 (kN/m)

9.76833

WEIGHT OF BALLAST WALL /m 2.26 (kN/m)

2.862948

CROSS SECTIONAL AREA OF COBEL (CAD)

0.11

(m2)

CENTRE DISTANCE FROM BALLEST WALL/m 0.19 (m)

WEIGHT OF COBEL/m 2.65 (kN/m)

3.347494

WEIGHT OFABUTMENT STEM /m 117.89 (kN/m)

149.1283

WEIGHT FOUNDATION PAD /m 120.00 (kN/m)

151.8

VERTICLE LOAD FROM SOIL/m (LAND SIDE) 414.72 (kN/m)

684.288

VERTICLE LOAD DEU TO SURCHARGE/m (LAND SIDE) 30.00(kN/m)

49.5

VERTICLE LOAD DUE TO SOIL AT PASSIVE SIDE/m

0.00

(kN/m) -17.28

0

HORIZONTAL FORCE DUE TO SOIL AT ACTIVE SIDE/m 149.30 (kN/m)

246.3437

HORIZONTAL FORCE DUE TO SURCHARGE /m 8.10 (kN/m)

13.365

HORIZONTAL FORCE DUE TO SOIL PASSIVE SIDE/m 0.00 (kN/m)

0 ULS LOAD

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LEAVER ARM

TYPE OF LOAD

LEAVER ARM

MOMENT

DEAD LOAD ON ABUTMENT /m 1.52

53.46 67.63086

0.52

22.99

0.32

14.06

HA LIVE LOAD ON ABUTMENT /m 1.52

62.73 103.5113

0.52

35.19

0.32

21.52

HA TRACTIVE FORCE /m OF ABUTMENT 7.63

110.39 182.1417

6.63

158.26

3.31

79.13

HB LIVE LOAD ON ABUTMENT /m 1.52

79.47 131.1243

0.52

44.57

0.32

27.26

HB TRACTIVE FORCE /m OF ABUTMENT 7.63

110.02 181.5317

6.63

157.73

3.31

78.87

WEIGHT OF CAPPING BEAM /m 1.76

13.57 17.16784

0.76

7.40

0.56

5.45

WEIGHT OF BALLAST WALL /m 2.00

4.53 5.725896

1.00

2.86

0.80

2.29

WEIGHT OF COBEL/m 2.31

6.10 7.715973

1.31

4.37

1.11

3.70

WEIGHT OFABUTMENT STEM /m 1.59

187.64 237.3626

0.59

88.23

0.39

58.41

WEIGHT FOUNDATION PAD /m 2.50

300.00

379.5

1.50

VERTICLE LOAD FROM SOIL/m (LAND SIDE) 3.50

1451.52

2395.008

2.50

VERTICLE LOAD DEU TO SURCHARGE/m (LAND SIDE) 3.50

105.00

173.25

2.50

VERTICLE LOAD DUE TO SOIL AT PASSIVE SIDE/m 0.50

0.00

0

0.00

HORIZONTAL FORCE DUE TO SOIL AT ACTIVE SIDE/m 2.67

398.13 656.9165

1.67

410.57

1.02

252.09

HORIZONTAL FORCE DUE TO SURCHARGE /m 4.00

32.40

53.46

3.00

40.10

1.54

20.52

HORIZONTAL FORCE DUE TO SOIL PASSIVE SIDE/m 0.00

0.00

0

0.00

0.00 Total bending moment(kNm)HA

769.97

457.17 Total bending moment(kNm)HB

806.62

478.72 BM stem bottom

BM mid stem

LEAVER

ARM

ULS

Moment

ULS

Moment

LEAVER

ARM

ULS

Moment

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STABILITY AGAINST OVERTURNING AND SLIDING UNDER HA

e' DIR + DIR - F.O.S F.O.S

STABILITY OVER BEND BEND OVERTURN SLIDING

TURNING

kNm kNm m kN/m² kN/m²

2184.55 540.92

4.04

264.13

171.87

1.54

TOTAL VERTICAL LOAD (DUE TO HA LOADING)

771.94 KN/m

STABILITY AGAINST OVERTURNING AND SLIDING UNDER HB

e' DIR + DIR - F.O.S F.O.S

STABILITY OVER BEND BEND OVERTURN SLIDING

TURNING

2201.29

540.55

4.07

268.00

171.82

1.56

TOTAL VERTICAL LOAD (DUE TO HB LOADING)

782.98 KN/m

CALCULATION OF REINFORCEMENT REQUIRMENT

STABILITY AGAINST OVERTURNING UNDER HA (ULS)

e' DIR + DIR

-STABILITY OVER BEND BEND

TURNING

3386.87 892.52 2.144 332.28314 133.18094

e

I

0.356458 10.41667

TOTAL VERTICLE REACTION 1163.6602

STABILITY AGAINST OVERTURNING UNDER HB (ULS)

e' DIR + DIR

-STABILITY OVER BEND BEND

TURNING

3414.49 891.91 2.134 337.48768 135.26696

e

I

0.365635 10.41667

TOTAL VERTICLE REACTION 1181.8866

MOMENTS MOMENTS MOMENTS _RESISTING FORCE SLIDING FORCE MOMENTS RESISTING FORCE SLIDING FORCE

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Designer: A.M.C.T.K Attanayake

Project: VH Road bridge 17/1

DIMENSIONS OF SUPERSTRUCTURE

TOTAL LENGTH OF DECK 6.355(m) 20' 10"

CAIRRAGEWAY WIDTH 7.40(m)

PLATFORM WIDTH 9.80(m)

FOOTWALK WIDTH (PER SIDE) 1.20(m)

TYPE OF SUPERSTRUCTURE Pre-tensioned (New Design)

DIAMETER OF POLYTHENE DISPLACERS 0(m)

LENGTH OF POLYTHENE DISPLACERS 4.855(m)

NUMBER OF POLYTHENE DISPLACERS 0

HEIGHT OF DECK SLAB 0.000(m)

HEIGHT OF DECK AT KERB END 0.05(m)

HEIGHT OF DECK AT CENTER 0.112(m)

HEIGHT OF DECK AT P.EDGE 0.34(m)

ANGLE OF SLOPE AT FACIA END WITH VERTICAL (deg)

DIMENSIONS OF CAPPING BEAM

LENGTH OF ABUTMENT 10.450(m)

WIDTH OF CAPPING BEAM 0.785(m)

HEIGHT OF CAPPING BEAM 0.360(m)

WIDTH OF BALLAST WALL 0.300(m)

HEIGHT OF BALLAST WALL 0.360(m)

DISTANCE TO BEARING POINT FROM FACE 0.230(m)

HEIGHT TO BEARING SEAT FROM CAPPING TOP 0.038(m)

DENSITY OF MATERIAL

DENSITY OF STRUCTURAL CONCRETE 24(kN/m3)

DENSITY OF MASS CONCRETE 23.6(kN/m3)

DENSITY OF WEARING SURFACE 22.6(kN/m3)

DENSITY OF SOIL 17.28(kN/m3)

WEIGHT OF HAND RAILS 0.585(kN/m)

PERMANENT LOADS

WEIGHT OF CONCRETE DECK 556.40(kN)

WEIGHT OF WEARING SURFACE 53.14(kN)

WEIGHT OF HAND RAILS 7.44(kN)

LIVE LOAD

NUMBER OF LANES 2

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KNIFE EDGE LOAD 240(kN)

TRACTIVE FORCE (HA) 250.84(kN)

PEDESTRIAN LOADING/AREA 4(kN/m2₎

PEDESTRIAN LOADING 61.008(kN)

HB LOADING UNITS 30

INNER AXLE SPACING OF HB VEHICLE 6(m)

NUMBER OF AXELS 2

TRACTIVE FORCE (HB) 150(kN)

REDUCTION FACTOR FOR TRACTIVE FORCE (HA & HB) 0.6

LOAD

TOTAL DEAD WEIGHT ON ABUTMENT 308.49(kN)

TOTAL HA LIVE LOAD ON ABUTMENT 461.15(kN)

DEAD LOAD ON ABUTMENT /m 29.52(kN/m)

HA LIVE LOAD ON ABUTMENT /m 44.13(kN/m)

HA TRACTIVE FORCE /m OF ABUTMENT 14.40(kN/m)

HB LIVE LOAD ON ABUTMENT /m 49.28(kN/m)

HB TRACTIVE FORCE /m OF ABUTMENT 8.61(kN/m)

WEIGHT OF CAPPING BEAM /m 6.78(kN/m)

WEIGHT OF BALLAST WALL /m 2.59(kN/m)

BATTER SLOPE

BATTER SLOPE 1 IN

BATTER ANGLE (TO VERTICAL) 0:00:00

SUBSTRUCTURE

DIMENSIONS

SECTION TOP BOTTOM

RARE FRONT (IF BATT.) WIDTH WIDTH

(m) (m) (m) (m) (m) (m) CAP.LEVEL 0 0 0.785 0.785 2 0.3 1 1.085 1.085 3 0.3 1 1.385 1.385 4 0.3 1 1.685 1.685 5 0.3 0.3 1.985 1.985 0.3 0.3 2.585 2.585 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0.000 0 0 0.000 0.000 0.000 0.000 0 0 0 0 0.000 0.000 0 0 0 0 0.000 0.000 0 0 0 0 0.000 0.000 0 0 0 0 0.000 0.000

PROJECTIONS VERTICAL HEIGHT

-4.0 -2.0

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0 0 0 0 0.000 0.000

STABILITY AGAINST SLIDING & BEARING PRESSURE

FRICTION COEFFICIENT AT BASE 0.4

HEIGHT OF SOIL BELOW SCOUR LEVEL (FOR PASSIVE) 1.4(m)

SLIDING RESISTING F.O.S REDISTRIBUTED

FORCE FORCE BEARING PRESSURE

kN kN kN/m²

62.96 142.16 2.26 253.5 UNDER HA

144.23 2.29 234.9 UNDER HB

STABILITY AGAINST OVERTURNING

UNDER HA

TOTAL e' DIR + DIR - F.O.S COMMENT

VERTICAL STABILITY OVER BEND BEND

LOAD TURNING

kN kNm kNm m kN/m² kN/m²

83.02 21.25 6.72 0.17 281.63 -70.10 3.16 O.K.

115.36 41.43 28.09 0.12 357.27 -144.62 1.48 O.K.

159.97 78.79 60.17 0.12 403.77 -172.78 1.31 O.K.

216.83 138.54 107.65 0.14 449.46 -192.10 1.29 FOS TOO LOW

253.17 193.38 125.59 0.27 406.95 -151.86 1.54 O.K. 277.01 327.38 125.59 0.73 247.46 -33.14 2.61 O.K. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

STABILITY AGAINST OVERTURNING

UNDER HB

TOTAL e' DIR + DIR - F.O.S COMMENT

VERTICAL STABILITY OVER BEND BEND

LOAD TURNING

MOMENTS

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kN kNm kNm m kN/m² kN/m² 88.18 22.43 4.42 0.20 299.11 -74.45 5.08 O.K. 120.52 42.62 19.99 0.19 373.23 -151.08 2.13 O.K. 165.12 79.97 46.29 0.20 416.79 -178.35 1.73 O.K. 221.99 139.72 87.98 0.23 460.15 -196.66 1.59 O.K. 258.33 194.56 104.18 0.35 415.23 -154.96 1.87 O.K. 282.17 330.11 104.18 0.80 252.06 -33.75 3.17 O.K. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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c'way o'width batter poly'displacers c'way width no. of lanes 7.40 9.80 0 0.325 4.6 2 6.80 10.40 10 0.225 7.6 3 14.00 9.20 12 0.15 11.4 4 14.80 16.40 18 0 15.2 5 17.00 24 19.0 6 17.20 17.80

Dia. of Poly. Displacers

New Old New Old

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(m) (ft) (m) (m) (m) (m) new/old 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.178 HA intensity 3.429 11.25 0 0.178 4.344 14.25 0 0.203

5.258 17.25 0 0.229 Pre-tensioned (New Design)

6.172 20.25 0 0.229 Pre-tensioned (Old Design)

7.087 23.25 0 0.368 Reinforced Concrete Slab

8.306 27.25 0 0.368 Post-tensioned 9.830 32.25 0 0.368 Other 10.744 35.25 0 0.61 12.268 40.25 0.55 0.61 0.225 0.325 13.488 44.25 0.55 0.622 0.225 0.325 13.500 0.6 0.622 0.225 0.325 14.500 0.65 0.622 0.225 0.325 15.500 0.7 0.622 0.225 0.325 16.231 53.25 0.7 0.648 0.225 0.325 16.500 0.7 0.648 0.225 0.225 19.050 62.5 0.648 0.225

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Graph 0 0 0 0.785 0 0 0.785 0.36 0 0.3 0.36 0 0.3 0.72 0 0 0.72 0 0 0 0 0 -3 -0.9 0.785 0 -0.3 0 -3 0.785 0.785 -1 -0.3 0 0.785 -1 -0.6 0 0.785 -2 -0.6 0 0.785 -2 -0.9 0 0.785 -3 -0.9 0 0.785 -3 -1.2 0 0.785 -3.3 -1.2 -3 -0.9 1.085 -3.3 -1.5 -3 0.785 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0

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1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 1.085 -3.3 -1.5 0 0 -3.3 0 0 0 0

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0 0 0 0 0

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-7.2 -6 -4.8 -3.6 -2.4 -1.2 0 1.2 0.0 2.0 ABUTMENT

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-9.6 -8.4 -7.2

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5

30

Pre-tensioned (New Design) 5

Pre-tensioned (Old Design) 6

Reinforced Concrete Slab 7

Post-tensioned 8

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check for data validation 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vertical height

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0 0 0 0 MAXIMUM VERTICAL LOAD 277.00975 282.17 Y YPH X WT OF WT OF CAP+

STEP SOIL + BALLAST+

SURCH VER.LOAD kN kN kN 0 0 0.3925 0 0 83.02 1 1 0.5425 25.606 6.73248 1 2 0.6925 32.686 11.91648 1 3 0.8425 39.766 17.10048 0.3 3.3 0.9925 14.0538 22.28448 0 3.3 1.2925 0 23.83968 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 Y YPH X WT OF WT OF CAP+

STEP SOIL + BALLAST+

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kN kN kN 0 0 0.3925 0 0 88.18 1 1 0.5425 25.606 6.73248 1 2 0.6925 32.686 11.91648 1 3 0.8425 39.766 17.10048 0.3 3.3 0.9925 14.0538 22.28448 0 3.3 1.2925 0 23.83968 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0 0 3.3 #DIV/0! 0 0

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check for data validation 1 1 1 1 0 0 0 0 0 0 0 0 0 0 0 vertical height

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0 0 0 0 e' DIR - DIR+ BEND BEND 0.728443 -33.13649 247.45738 0.800698 -33.75319 252.06275

MT(1) MT(2) MT(3) MT(4) MT(5) O.T.M (1) O.T.M (2) O.T.M (3) SECTION

SELF WT. SOIL+ VER LOAD CAP.BEAM B.WALL T.F SOIL SURCH MODULUS

VER.LOAD SURCH kNm kNm kNm kNm kNm kNm kNm kNm m^3 0 0 16.939487 2.662092 1.64592 5.7321141 0.2902376 0.69984 0.1027042 13.891255 6.2948688 20.134411 3.9567772 3.99384 0.1962042 22.635055 14.716853 34.536707 15.648149 9.98784 0.3197042 33.502855 26.249237 48.939004 40.029952 18.68184 0.4732042 13.948397 40.892021 53.259693 50.516635 21.81654 0.6567042 0 58.049621 53.259693 50.516635 21.81654 1.1137042 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0 #DIV/0! 0 53.259693 50.516635 21.81654 0

MT(1) MT(2) MT(3) MT(4) MT(5) O.T.M (1) O.T.M (2) O.T.M (3) SECTION

SELF WT. SOIL+ VER LOAD CAP.BEAM B.WALL T.F SOIL SURCH MODULUS

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kNm kNm kNm kNm kNm kNm kNm kNm m^3 0 0 18.125221 2.662092 1.64592 3.4277512 0.2902376 0.69984 0.1027042 13.891255 6.2948688 12.040191 3.9567772 3.99384 0.1962042 22.635055 14.716853 20.652632 15.648149 9.98784 0.3197042 33.502855 26.249237 29.265072 40.029952 18.68184 0.4732042 13.948397 40.892021 31.848804 50.516635 21.81654 0.6567042 0 58.049621 31.848804 50.516635 21.81654 1.1137042 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0 #DIV/0! 0 31.848804 50.516635 21.81654 0

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DIR BEND e STRESS STRESS kN/m^2 kN/m^2 m 105.7635 175.86188 O.K 0.2175476 106.32518 250.94134 O.K 0.4267903 115.49842 288.27631 O.K 0.5761446 128.68355 320.77899 INCREASE XW 0.700054 127.54159 279.40453 O.K 0.7247544 107.16044 140.29694 O.K 0.564057 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0

DIR BEND e

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kN/m^2 kN/m^2 m 112.33084 186.78195 O.K 0.2175476 111.07667 262.15547 O.K 0.4267903 119.2207 297.56688 O.K 0.5761446 131.74311 328.40578 O.K 0.700054 130.13875 285.09411 O.K 0.7247544 109.15478 142.90797 O.K 0.564057 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0 #DIV/0! #DIV/0! INCREASE XW 0