Rc Abutment Modified

DESIGN OF REINFORCED CONCRETE ABUTMENT Designer: A.M.C.T.K Attanayake Project: TISSA WAWA

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

DIMENSIONS OF SUPERSTRUCTURE TOTAL HEIGHT OF THE STRUCTURE TOTAL LENGTH OF DECK CAIRRAGEWAY WIDTH PLATFORM WIDTH FOOTWALK WIDTH (PER SIDE) TYPE OF SUPERSTRUCTURE DIAMETER OF POLYTHENE DISPLACERS LENGTH OF POLYTHENE DISPLACERS NUMBER OF POLYTHENE DISPLACERS HEIGHT OF DECK SLAB HEIGHT OF DECK AT KERB END HEIGHT OF DECK AT CENTER HEIGHT OF DECK AT P.EDGE HEIGHT OF SOIL AT PASSIVE PRESSURE SIDE

8 6.355 7.40 9.80 1.20 Pre-tensioned (New Design)

0 4.855 0 0.000 0.05 0.112 0.34 0

R/C ABUTMENT

(m) (m) (m) (m) (m) (m) (m)

2 1 0 0.00

0.00

-1 -2

(m) (m) (m) (m) (m)

-3 -4 -5 -6 -7 -8

A.M.C.T.K Attanayake Bridge Designs Office Anuradhapura

Page 1 of 45

0.00

0.00

0.00

DIMENSIONS OF CAPPING BEAM LENGTH OF ABUTMENT WIDTH OF CAPPING BEAM HEIGHT OF CAPPING BEAM WIDTH OF BALLAST WALL HEIGHT OF BALLAST WALL WIDTH OF CURTANE WALL DISTANCE TO BEARING POINT FROM FACE HEIGHT TO BEARING SEAT FROM CAPPING TOP WIDTH OF ABUTMENT STEM AT TOP WIDTH OF ABUTMENT STEM AT BOTTOM CLEAR HEIGHT OF ABUTMENT STEM WIDTH OF FOUNDATION AT RIVER SIDE D WIDTH OF FOUNDATION AT LAND SIDE B THICKNESS OF BEARING PAD T

10.4 0.715 0.45 0.23 0.41 0.3 0.23 0.038 0.6 1 6.14 1 3 1

(m) (m) (m) (m) (m) (m)

(m) (m) (m) (m) (m) (m) (m) (m)

DENSITY OF MATERIAL DENSITY OF STRUCTURAL CONCRETE

3 24 (kN/m )

DENSITY OF MASS CONCRETE

3 23.6 (kN/m )

DENSITY OF WEARING SURFACE

3 22.6 (kN/m )

DENSITY OF SOIL WEIGHT OF HAND RAILS Ka KP FRICTION FACTOR BETWEEN SOIL AND CONCRETE

3 17.28 (kN/m ) 0.585 (kN/m) 0.27 3.7 0.35

PERMANENT LOADS CROSS SECTIONAL AREA OF DECK ( AUTO CAD) WEIGHT OF CONCRETE DECK WEIGHT OF WEARING SURFACE WEIGHT OF HAND RAILS

A.M.C.T.K Attanayake Bridge Designs Office Anuradhapura

4.4 671.09 55.49 7.44

m2 (kN) (kN) (kN)

Page 2 of 45

LIVE LOAD NUMBER OF LANES HA LOADING - UDL KNIFE EDGE LOAD TRACTIVE FORCE (HA) PEDESTRIAN LOADING/AREA PEDESTRIAN LOADING HB LOADING UNITS INNER AXLE SPACING OF HB VEHICLE NUMBER OF AXELS TRACTIVE FORCE (HB) SURCHARGE REDUCTION FACTOR FOR TRACTIVE FORCE (HA & HB)

2 381.3 240 250.84 4 61.008 30 6 4 150 10

(kN) (kN) (kN) (kN/m2) (kN) (m) (kN) (kN/m2)

0.6

ULS LOAD

LOAD TOTAL DEAD WEIGHT ON ABUTMENT TOTAL HA LIVE LOAD ON ABUTMENT DEAD LOAD ON ABUTMENT /m HA LIVE LOAD ON ABUTMENT /m HA TRACTIVE FORCE /m OF ABUTMENT HB LIVE LOAD ON ABUTMENT /m HB TRACTIVE FORCE /m OF ABUTMENT WEIGHT OF CAPPING BEAM /m WEIGHT OF BALLAST WALL /m

CROSS SECTIONAL AREA OF COBEL (CAD) CENTRE DISTANCE FROM BALLEST WALL/m WEIGHT OF COBEL/m WEIGHT OFABUTMENT STEM /m WEIGHT FOUNDATION PAD /m VERTICLE LOAD FROM SOIL/m (LAND SIDE) VERTICLE LOAD DEU TO SURCHARGE/m (LAND SIDE) VERTICLE LOAD DUE TO SOIL AT PASSIVE SIDE/m HORIZONTAL FORCE DUE TO SOIL AT ACTIVE SIDE/m HORIZONTAL FORCE DUE TO SURCHARGE /m HORIZONTAL FORCE DUE TO SOIL PASSIVE SIDE/m

A.M.C.T.K Attanayake Bridge Designs Office Anuradhapura

367.01 461.15 35.29 41.41 14.47 52.45 14.42 7.72 2.26

0.11 0.19 2.65 117.89 120.00 414.72 30.00

0.00 149.30 8.10 0.00

(kN) (kN) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (m2) (m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m)

Page 3 of 45

44.64083 68.32428 23.87804 86.55068 23.79808 9.76833 2.862948

-17.28

3.347494 149.1283 151.8 684.288 49.5 0 246.3437 13.365 0

LEAVER ARM ULS MOMENT Moment 53.46 67.63086 62.73 103.5113 110.39 182.1417 79.47 131.1243 110.02 181.5317 13.57 17.16784 4.53 5.725896 6.10 7.715973 187.64 237.3626 300.00 379.5 1451.52 2395.008 105.00 173.25 0.00 0 398.13 656.9165 32.40 53.46 0.00 0 Total bending moment(kNm)HA Total bending moment(kNm)HB

TYPE OF LOAD LEAVER ARM DEAD LOAD ON ABUTMENT /m 1.52 HA LIVE LOAD ON ABUTMENT /m 1.52 HA TRACTIVE FORCE /m OF ABUTMENT 7.63 HB LIVE LOAD ON ABUTMENT /m 1.52 HB TRACTIVE FORCE /m OF ABUTMENT 7.63 WEIGHT OF CAPPING BEAM /m 1.76 WEIGHT OF BALLAST WALL /m 2.00 WEIGHT OF COBEL/m 2.31 WEIGHT OFABUTMENT STEM /m 1.59 WEIGHT FOUNDATION PAD /m 2.50 VERTICLE LOAD FROM SOIL/m (LAND SIDE) 3.50 VERTICLE LOAD DEU TO SURCHARGE/m (LAND SIDE) 3.50 VERTICLE LOAD DUE TO SOIL AT PASSIVE SIDE/m 0.50 HORIZONTAL FORCE DUE TO SOIL AT ACTIVE SIDE/m 2.67 HORIZONTAL FORCE DUE TO SURCHARGE /m 4.00 HORIZONTAL FORCE DUE TO SOIL PASSIVE SIDE/m 0.00

A.M.C.T.K Attanayake Bridge Designs Office Anuradhapura

Page 4 of 45

BM stem bottom BM mid stem LEAVER ULS LEAVER ULS ARM Moment ARM Moment 0.52 22.99 0.32 14.06 0.52 35.19 0.32 21.52 6.63 158.26 3.31 79.13 0.52 44.57 0.32 27.26 6.63 157.73 3.31 78.87 0.76 7.40 0.56 5.45 1.00 2.86 0.80 2.29 1.31 4.37 1.11 3.70 0.59 88.23 0.39 58.41 1.50 2.50 2.50 0.00 0.00 0.00 1.67 410.57 1.02 252.09 3.00 40.10 1.54 20.52 0.00 0.00 0.00 769.97 457.17 806.62 478.72

STABILITY AGAINST OVERTURNING AND SLIDING UNDER HA MOMENTS OVER TURNING kNm kNm

e'

DIR + BEND

DIR BEND

m

kN/m²

kN/m²

STABILITY

2184.55 540.92 TOTAL VERTICAL LOAD (DUE TO HA LOADING)

F.O.S OVERTURN

4.04

F.O.S RESISTING SLIDING FORCE FORCE SLIDING

264.13

171.87 1.54 771.94 KN/m

STABILITY AGAINST OVERTURNING AND SLIDING UNDER HB MOMENTS e' DIR + DIR OVER BEND BEND TURNING kNm kNm m kN/m² kN/m² 2201.29 540.55 TOTAL VERTICAL LOAD (DUE TO HB LOADING) CALCULATION OF REINFORCEMENT REQUIRMENT STABILITY

F.O.S OVERTURN

4.07

F.O.S RESISTING SLIDING FORCE FORCE SLIDING

268.00

171.82 1.56 782.98 KN/m

STABILITY AGAINST OVERTURNING UNDER HA (ULS) MOMENTS OVER TURNING kNm kNm

e'

DIR + BEND

DIR BEND

m

kN/m²

kN/m²

STABILITY

3386.87

892.52

2.144

TOTAL VERTICLE REACTION

e I 0.356458 10.41667

332.28314 133.18094 1163.6602

STABILITY AGAINST OVERTURNING UNDER HB (ULS) MOMENTS OVER TURNING kNm kNm 3414.49 891.91

e'

STABILITY

m 2.134

TOTAL VERTICLE REACTION

DIR + BEND

DIR BEND

kN/m² kN/m² 337.48768 135.26696

e I 0.365635 10.41667

1181.8866

A.M.C.T.K Attanayake Bridge Designs Office Anuradhapura

Page 5 of 45

Designer:

A.M.C.T.K Attanayake

Project:

VH Road bridge 17/1

DIMENSIONS OF SUPERSTRUCTURE TOTAL LENGTH OF DECK CAIRRAGEWAY WIDTH PLATFORM WIDTH FOOTWALK WIDTH (PER SIDE) TYPE OF SUPERSTRUCTURE DIAMETER OF POLYTHENE DISPLACERS LENGTH OF POLYTHENE DISPLACERS NUMBER OF POLYTHENE DISPLACERS HEIGHT OF DECK SLAB HEIGHT OF DECK AT KERB END HEIGHT OF DECK AT CENTER HEIGHT OF DECK AT P.EDGE ANGLE OF SLOPE AT FACIA END WITH VERTICAL

6.355 7.40 9.80 1.20

(m) (m) (m) (m)

Pre-tensioned (New Design)

0 4.855 0 0.000 0.05 0.112 0.34

(m) (m)

10.450 0.785 0.360 0.300 0.360 0.230 0.038

(m) (m) (m) (m) (m) (m) (m)

(m) (m) (m) (m) (deg)

DIMENSIONS OF CAPPING BEAM LENGTH OF ABUTMENT WIDTH OF CAPPING BEAM HEIGHT OF CAPPING BEAM WIDTH OF BALLAST WALL HEIGHT OF BALLAST WALL DISTANCE TO BEARING POINT FROM FACE HEIGHT TO BEARING SEAT FROM CAPPING TOP

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 WEIGHT OF HAND RAILS

17.28 (kN/m3) 0.585 (kN/m)

PERMANENT LOADS WEIGHT OF CONCRETE DECK WEIGHT OF WEARING SURFACE WEIGHT OF HAND RAILS

556.40 (kN) 53.14 (kN) 7.44 (kN)

LIVE LOAD NUMBER OF LANES HA LOADING - UDL

2 381.3 (kN)

20' 10"

KNIFE EDGE LOAD TRACTIVE FORCE (HA) PEDESTRIAN LOADING/AREA PEDESTRIAN LOADING HB LOADING UNITS INNER AXLE SPACING OF HB VEHICLE NUMBER OF AXELS TRACTIVE FORCE (HB) REDUCTION FACTOR FOR TRACTIVE FORCE (HA & HB)

240 250.84 4 61.008 30 6 2 150 0.6

(kN) (kN) (kN/m2) (kN)

308.49 461.15 29.52 44.13 14.40 49.28 8.61 6.78 2.59

(kN) (kN) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m) (kN/m)

(m) (kN)

LOAD TOTAL DEAD WEIGHT ON ABUTMENT TOTAL HA LIVE LOAD ON ABUTMENT DEAD LOAD ON ABUTMENT /m HA LIVE LOAD ON ABUTMENT /m HA TRACTIVE FORCE /m OF ABUTMENT HB LIVE LOAD ON ABUTMENT /m HB TRACTIVE FORCE /m OF ABUTMENT WEIGHT OF CAPPING BEAM /m WEIGHT OF BALLAST WALL /m

BATTER SLOPE BATTER SLOPE 1 IN BATTER ANGLE (TO VERTICAL)

0:00:00

SUBSTRUCTURE DIMENSIONS SECTION

PROJECTIONS RARE FRONT (m) (m)

VERTICAL HEIGHT

TOP WIDTH (m)

(IF BATT.)

(m)

(m)

BOTTOM WIDTH (m) ABUTMENT

CAP.LEVEL 2 3 4 5

0 0.3 0.3 0.3 0.3 0.3

0 0 0 0

0 1 1 1 0.3 0.3

0

0 0

0 0 0 0

0 0 0 0

0 0 0 0

0.785 1.085 1.385 1.685 1.985 2.585 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

0.785 1.085 1.385 1.685 1.985 2.585 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000

-4.0

-2.0

0 0 0 0

0 0 0 0

0 0 0 0

0 0 0 0

0.000 0.000 0.000 0.000

0.000 0.000 0.000 0.000

STABILITY AGAINST SLIDING & BEARING PRESSURE FRICTION COEFFICIENT AT BASE HEIGHT OF SOIL BELOW SCOUR LEVEL (FOR PASSIVE) SLIDING FORCE kN 62.96

RESISTING FORCE kN 142.16 144.23

F.O.S

2.26 2.29

0.4 1.4 (m)

REDISTRIBUTED BEARING PRESSURE kN/m² 253.5 234.9

UNDER HA UNDER HB

STABILITY AGAINST OVERTURNING UNDER HA TOTAL MOMENTS VERTICAL STABILITY OVER LOAD TURNING kN kNm kNm 83.02 115.36 159.97 216.83 253.17 277.01 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

21.25 41.43 78.79 138.54 193.38 327.38 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

e'

DIR + BEND

DIR BEND

m

kN/m²

kN/m²

6.72 28.09 60.17 107.65 125.59 125.59 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

0.17 0.12 0.12 0.14 0.27 0.73 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

281.63 357.27 403.77 449.46 406.95 247.46 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

-70.10 -144.62 -172.78 -192.10 -151.86 -33.14 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

F.O.S

COMMENT

3.16 1.48 1.31 1.29 1.54 2.61 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

O.K. O.K. O.K. FOS TOO LOW O.K. O.K.

F.O.S

COMMENT

STABILITY AGAINST OVERTURNING UNDER HB TOTAL MOMENTS VERTICAL STABILITY OVER LOAD TURNING

e'

DIR + BEND

DIR BEND

kN 88.18 120.52 165.12 221.99 258.33 282.17 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

kNm 22.43 42.62 79.97 139.72 194.56 330.11 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

kNm 4.42 19.99 46.29 87.98 104.18 104.18 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

m

kN/m² 0.20 0.19 0.20 0.23 0.35 0.80 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

299.11 373.23 416.79 460.15 415.23 252.06 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

kN/m² -74.45 -151.08 -178.35 -196.66 -154.96 -33.75 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

5.08 2.13 1.73 1.59 1.87 3.17 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

O.K. O.K. O.K. O.K. O.K. O.K.

c'way

o'width 7.40 6.80 14.00 14.80

batter

9.80 10.40 9.20 16.40 17.00 17.20 17.80

poly'displacers 0 10 12 18 24

Beam Length

0.325 0.225 0.15 0

Height New

Old

c'way width no. of lanes 4.6 7.6 11.4 15.2 19.0

Dia. of Poly. Displacers New Old

2 3 4 5 6

(m) 0 0 0 0 3.429 4.344 5.258 6.172 7.087 8.306 9.830 10.744 12.268 13.488 13.500 14.500 15.500 16.231 16.500 19.050

(ft) 0 0 0 0 11.25 14.25 17.25 20.25 23.25 27.25 32.25 35.25 40.25 44.25

53.25 62.5

(m) 0 0 0 0 0 0 0 0 0 0 0 0 0.55 0.55 0.6 0.65 0.7 0.7 0.7

(m) 0 0 0 0.178 0.178 0.203 0.229 0.229 0.368 0.368 0.368 0.61 0.61 0.622 0.622 0.622 0.622 0.648 0.648 0.648

(m)

(m)

new/old

HA intensity

Pre-tensioned (New Design) Pre-tensioned (Old Design) Reinforced Concrete Slab Post-tensioned Other 0.225 0.225 0.225 0.225 0.225 0.225 0.225

0.325 0.325 0.325 0.325 0.325 0.325 0.225 0.225

Graph 0 0.785 0.785 0.3 0.3 0 0 0.785 0.785 0.785 0.785 0.785 0.785 0.785 0.785 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085

0 0 0.36 0.36 0.72 0.72 0 0 -1 -1 -2 -2 -3 -3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3

0 -0.3 -0.3 -0.6 -0.6 -0.9 -0.9 -1.2 -1.2 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5

-3 -3

0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.9 0.785 0 0 0 0 0 0 0 0 0 0 0 0

-3 -3

-0.9 0.785

1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 1.085 0

-3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3 -3.3

-1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 -1.5 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0

ABUTMENT 0.0

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

-7.2 -8.4 -9.6

5

30

Pre-tensioned (New Design) Pre-tensioned (Old Design) Reinforced Concrete Slab Post-tensioned

5 6 7 8 8

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

0 0 0 0

MAXIMUM VERTICAL LOAD

277.00975 282.17

Y

YPH

X

WT OF STEP kN

0 1 1 1 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Y

0 1 2 3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3

YPH

0.3925 0.5425 0.6925 0.8425 0.9925 1.2925 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

X

0 25.606 32.686 39.766 14.0538 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

WT OF STEP

WT OF CAP+ SOIL + BALLAST+ SURCH VER.LOAD kN kN 0 6.73248 11.91648 17.10048 22.28448 23.83968 0 0 0 0 0 0 0 0 0 0 0 0 0 0

83.02

WT OF CAP+ SOIL + BALLAST+ SURCH VER.LOAD

kN 0 1 1 1 0.3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 1 2 3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3 3.3

0.3925 0.5425 0.6925 0.8425 0.9925 1.2925 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0 25.606 32.686 39.766 14.0538 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

kN 0 6.73248 11.91648 17.10048 22.28448 23.83968 0 0 0 0 0 0 0 0 0 0 0 0 0 0

kN 88.18

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

0 0 0 0

e'

0.728443 0.800698

MT(1) SELF WT. VER.LOAD kNm

VER.LOAD

DIR BEND

DIR+ BEND

-33.13649 247.45738 -33.75319 252.06275

MT(2) SOIL+ SURCH kNm

MT(3) MT(4) MT(5) VER LOAD CAP.BEAM B.WALL kNm

0 13.891255 22.635055 33.502855 13.948397 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

0 16.939487 6.2948688 14.716853 26.249237 40.892021 58.049621 0 0 0 0 0 0 0 0 0 0 0 0 0 0

MT(1) SELF WT.

MT(2) SOIL+ SURCH

kNm 2.662092

kNm

O.T.M (1) T.F

O.T.M (2) SOIL

kNm

kNm

1.64592 5.7321141 20.134411 34.536707 48.939004 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693 53.259693

MT(3) MT(4) MT(5) VER LOAD CAP.BEAM B.WALL

O.T.M (1) T.F

0.2902376 3.9567772 15.648149 40.029952 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635

O.T.M (2) SOIL

O.T.M (3) SECTION SURCH MODULUS kNm 0.69984 3.99384 9.98784 18.68184 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654

m^3 0.1027042 0.1962042 0.3197042 0.4732042 0.6567042 1.1137042 0 0 0 0 0 0 0 0 0 0 0 0 0 0

O.T.M (3) SECTION SURCH MODULUS

kNm 0 13.891255 22.635055 33.502855 13.948397 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

kNm

kNm

0 18.125221 6.2948688 14.716853 26.249237 40.892021 58.049621 0 0 0 0 0 0 0 0 0 0 0 0 0 0

kNm 2.662092

kNm

kNm

1.64592 3.4277512 12.040191 20.652632 29.265072 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804 31.848804

kNm 0.2902376 3.9567772 15.648149 40.029952 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635 50.516635

kNm 0.69984 3.99384 9.98784 18.68184 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654 21.81654

m^3 0.1027042 0.1962042 0.3197042 0.4732042 0.6567042 1.1137042 0 0 0 0 0 0 0 0 0 0 0 0 0 0

DIR STRESS

BEND STRESS

e

kN/m^2

kN/m^2

m

105.7635 106.32518 115.49842 128.68355 127.54159 107.16044 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

175.86188 250.94134 288.27631 320.77899 279.40453 140.29694 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

DIR STRESS

BEND STRESS

O.K 0.2175476 O.K 0.4267903 O.K 0.5761446 INCREASE XW 0.700054 O.K 0.7247544 O.K 0.564057 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0

e

kN/m^2

kN/m^2

112.33084 111.07667 119.2207 131.74311 130.13875 109.15478 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

186.78195 262.15547 297.56688 328.40578 285.09411 142.90797 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!

m O.K 0.2175476 O.K 0.4267903 O.K 0.5761446 O.K 0.700054 O.K 0.7247544 O.K 0.564057 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0 INCREASE XW 0