Design of Abutment excel sheet

7/25/2019 Design of Abutment excel sheet

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DESIGN OF GRAVITY TYPE ABUTMENT (Rocker Side)

NAME OF WORK :- Constrction o! G"#"$ %rid#e o&er Si$ ri&er

SPAN :- 25 Mtr. :- !x " r %r

(ECK 'E)E' :- 1424 Mtr.

C'EAR CARR*A+EWAY :- 4.25 Mtr.

,.F.'. :- .45 Mtr.

'.W.'. :- 0 Mtr.

M.S.'. :- 0 Mtr.

FON(*N+ 'E)E' :- 1410.45 Mtr.SAFE /EAR*N+ CAPAC*TY:- 25 T&M2

INPUT DATA '

' 5.15 S.Str.('.R%tt6 0.00

/ 8. MA. '.'t6 40.55

, 13.55 M# '.'. t6 .45

91 1.84 ,x!rl6 t6 7.23592 0.5 ,# !rl6 8.85;5

93 .21 ,x s%#s#6 24.;7;5

94 0.3 ,# s%#s#6 23.744

95 11.55 C!%


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13 $! 30.2511 4.45 134.;174 0 0

14 Ert9 28.084 7.55 2182.51 28.084 7.775 224.7;354

15 ).C!. Ert9 74.15;2; 8. ;5.07

TOTA' 15.0008 552.105 ;5.55424 450.3;;551

S st. (.'.R%t. 0 5.4;3 41.;7

'.'. Mx 40.55 5.4;3 221.5247

'.'. M# .45 5.4;3 51.;2535

NO '' CASE 1005.001 ;020.775

MA '' CASE 1045.551 ;242.3

M*N '' CASE 1014.451 ;072.4

ACT*)E EART, PRESSRE AT /ASE:-

At#>% Ert9 Pr%ssr% F!r% 235.320;430;88 'K?49!,0.5'K?4,G2

At#>% Ert9 Pr%ssr% M!%t 1377.528;3403 0.5'K?49!,G2

0.21'K ?4,G3

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C,ECK FOR PRESSRE AT /ASE:-

MA '' CASE :- NORMA' CASE

STA/.Mt.&O)T.Mt.

W 1045.551 FOS O)T6 *+,*-./. H2.00 W&,

, 243.2441 FOS S'(6 ,+0*102 H1.50

REST. Mt. ;242.3 /ASE PRESSRES :- N%t. Mt&W

O)T. Mt. 1470.377 I 4.5;4027 /&2-I

NET Mt. 4771.23 % -0.114027 W&A1;%&/6;Mt&/'G2

P1T&M26 21.1 W&A1-;%&/6-;Mt&/'G2

P2T&M26 23.71M*N. '' CASE :-

W 1014.451 FOSO)T6 *+0 H2.00

, 244.1771 FOS S'(6 ,+32 H1.50

REST. Mt. ;072.4 /ASE PRESSRES:-

O)T. Mt. 1481.302 I 4.525;8

NET Mt. 451.08 % -0.075;8

P1T&M26 21.2

P2T&M26 23.0;

SE*SM*C CASE

MA. ''. CASE: >% $!@6 ->% @r$.6 FOSO)T6 .+3- ,+4/ H1.50

W 1082.828 1008.273;740432 FOSS'(6 0+44 0+-- H1.25

, 325.5514 325.5513818107 /s% Pr%ssr%s:-

REST. Mt. ;4;5.2; ;242.25741; I 4.01;33 3.8;7354;O)T. Mt. 211;.21 2340.547208;325 % 0.433;;1 0.5802;454

NET Mt. 434.004 301.75231102 P1T&M26 30.73 30.8

P2T&M26 1;.52 13.1

M*N. '' CASE: ->% $!@ 6 ->% @r$6

W

, FOSO)T6 ,+11 ,+40 H1.50

RES. Mt. 1051.728 77.173;740432 FOSS'(6 0+4, 0+-0 H1.25

O)T. Mt. 324.;18 324.;188818107 /s% Pr%ssr%s:-

NET Mt. ;2;.02; ;072.4002741; I 3.8344 3.83020211

210;.002 232.;27;33;325 % 0.4;;05; 0.;1778

410.025 3742.772;;;102 P1T&M26 30.35 30.43

P2T&M26 15.54 12.21

SPAN (*S'O(+E( CASE.

/ASE PRESSRES:- NORMA' CASE

W 03.8425 FOSO)T6 *+//,40* H2.00

, 1.11 FOSS'(6 ,+,4343, H1.50

RES Mt 542.7; /s% Pr%ssr%s:-

O)T Mt 1137.; I 4.748723

NET Mt 422.07 % -0.28723

P1T&M26 15.75

P2 T&M26 23.;

SE*SM*C CASE:-

>% $!@6 - >% @r$.6

W 3;.;1; 871.0;53;5311 FOSO)T6 .+-***4. .+3.2.0-3/ H1.50, 2;5.4;;1 2;5.4;;1330104 FOSS'(6 0+/4*03* 0+4*34../ H1.25

RES Mt 5;28.838 542.7;0075442 /s% Pr%ssr%s:-

O)T Mt 1588.0;5 1787.107;205103 I 4.31421 4.1818771

NET Mt 4040.773 3;42.;88387033 % 0.1357 0.2;812281

P1T&M26 22.31 22.44

P2 T&M26 18.5; 15.57

ACT*)E EART, PRESSRE AT M.S.'.:-

A.E.P.F!r%. 175.43478038 145.252;

A.E.P.M!%t. 878.23;78035 704.;205

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C,ECK FOR STRESSES AT M.S.'.:-

NORMA' CASE:-

MA. '' CASE:- STRESSES:-

W 841.377 I 3.108123

, 183.3585 % 0.41877

REST. Mt. 3570.;4 P1T&M26 33.04

O)T. Mt. 55.8;0 P2T&M26 12.34

NET Mt. 2;15.103

M*N. '' CASE:- STRESSES:-

W 810.277 I 3.071807, 184.215 % 0.52813

REST. Mt. 3453.34 P1T&M26 31.72

O)T. Mt. ;4.203 P2T&M26 11.

NET Mt. 248.014

SE*SM*C CASE.:-

Mx '' CASE:->%6 ->%6 STRESSES:-

W 878.;541 804.084;731 I 2.;73577 2.38427757

, 2;5.;;57 2;5.;;573;5457 % 0.2;423 1.21572243

REST. Mt. 378;.4 3570.;3777371 P1T&M26 43.04 44.71

O)T. Mt. 1437.71 1;53.7;;5475482 P2T&M26 4.35 -1.34

NET Mt. 234.14 117.17230388

M*N '' CASE:->%6 ->%6 STRESSES:-W 847.5541 772.84;731 I 2.71421 2.348080

, 2;4.7332 2;4.73323;5457 % 0.8857 1.251101

REST. Mt. 372.17; 3453.34477371 P1T&M26 3.7 42.84

O)T. Mt. 1428.73; 1;38.8;1725482 P2T&M26 5.74 -1.25

NET Mt. 2300.44 1815.072505388

SPAN (*S'O(+E( CASE:-

NORMA' CASE:- STRESSES:-

W 701.315; I 3.288;4

, 145.252; % 0.31103;

REST. Mt. 3011.223 P1T&M26 23.82

O)T. Mt. 704.;205 P2T&M26 14.01

NET Mt. 230;.;02

SE*SM*C CASE:- >% $!@@r$6 ->% @r$6 STRESSES:- >%6 ->%6

W 734.028 ;;8.5385213;7 I 2.7835177 2.;7441;1

, 210.80; 210.80;8713322 % 0.;21;4823 0.250583

REST. Mt. 3210.2;5 3011.222585308 P1T&M26 30.05 31.3

O)T. Mt. 1023.87 1222.2107343 P2T&M26 .54 4.13

NET Mt. 218;.38; 1788.3015118;

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(Rocker Side)

C&' O< /%r#" (%= '%>%l 1424.00

0.30 t1

1.84 91 0.7;3 JANT*TY OF CONCRETE :-

.,*+102./ CUM

20&100

0.5 92

0.+-- 56

.21 93 ,.F.'. .45

'.W.'.

M.S.'.

1412.45

1.7 5

F!$#" '%>%l

0.3 94 1410.45

.+** -+*4

1 2 3 4 5

2.70 0.3 1.2 3.00 1.7

B67 2+1

'1 '1

0.475 0.475

0.30 9;

95 95-9;

11.55 11.1;

13.55 ,

945

2

'1 '2 '2 '1

0.475 2 0.2 2 0.475

'

5.15

4

11

;

5

3

2

714

1010

8

7

8

1

12

13


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FOSN&C S&C

FOS O)T6 *+03 H2.00 ,+40 H1.5

FOS S'(6 ,+32 H1.50 0+-0 H1.25

SUMMARY OF RESUTS'

AT /ASE:-

NORMA' SE*SM*C

P1 P2 P1 P2

Mx.'' 21.1 23.71 30.73 1;.52

30.8 13.1

M# '' 21.2 23.0; 30.35 15.54

30.43 12.21

S 15.75 23.; 22.31 18.5;

(#sl!$"% 22.44 15.57AT M.S.':-Mx.''. 33.04 12.34 43.04 4.35

44.71 -1.34

M#. ''. 31.72 11. 3.7 5.74

42.84 -1.25

S 23.82 14.01 30.05 .54

(#sl!$"% 31.3 4.13


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Y1 Y2 Y3 Y4

T

Y1 Y2 Y3 Y4

T 21.1 23.71 4.245373 2.1418

T 21.2 23.0; 4.1 2.08

T 15.75 23.; 4.772;14 2.2;0;02

21.1 23.0; 4.1 2.08

Y1 Y2

T

Y1 Y2

T 33.04 12.34

T 31.72 11.

T 23.82 14.01

33.04 11.


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Y1 Y2 Y3 Y4

T

Y1 Y2 Y3 Y4

T 30.73 1;.52 3.05 1.;;

T 30.8 13.1 2.;7 1.55

T 30.35 15.54 2. 1.;2

T 30.43 12.21 2.;1 1.51

T 22.31 18.5; 3.5444;3 1.7;4104T 22.44 15.57 3.038315 1.;40;34

30.8 12.21 2.;1 1.51

Y1 Y2

T

Y1 Y2

T 43.04 4.35

T 44.71 -1.34

T 3.7 5.74T 42.84 -1.25

T 30.05 .54

T 31.3 4.13

44.71 -1.34


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2;2.55

271.88

283.83

22.0

303.87

313.;8

337.720;5.; 25.0

383.;1142857

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Design of Abutment excel sheet