copy of rcc design as per is1.xls

7/25/2019 Copy of RCC DESIGN AS PER IS1.xls

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WINNER CONSULTANT ENGINEERING

P.O. Box 27797, Dubai, UAE

Tel :+97143513611, Fax: +97143513661

Email: i!!e".#o!$ul%a!%&'mail.#om

PROJECT: 132/11 kV Labourcit !ub!tatio" DO(U)E*T *O DATE

Co"tractor: EEE ABO(T-(15317 2/./4.2/15Co"!u#ta"t : Par!o"! $ri"ck%r&o'' DE0*ED (E(ED 0ee%

TITLE: (ai" $ui#)i"* A0 P

CONTENTS

S#+ No+ ,%!cri-tio" Pa*% No+

1 !%"ou#%io! 3

2 oa (al#ula%io!$ 5

3 0%aa i!8u% ou%8u% 13

4 Di$#"e%ia%io! 149

5 Ba$e8"e$$u"e 0e%%leme!% (e#; 1


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Tel :+97143513611, Fax: +97143513661






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Sample Calculation for Isolated Footing:

SBC of soil = 225

Grade of Concrete = 40

Grade of Main Steel = 460

Grade of Stirrups = 460

Column Width = 0.6 m

Column Lenth = 0.5 m !

"eiht of soil a#o$e footin = %0 m 0.6

&lan Lenth of 'ootin = %0 m 0.5 4

&lan Width of 'ootin = 4 m

(hic)ness of 'ootin = *00 mm

Clear co$er to footin = 50 mm %0

+ensit! of Soil = %*

Self Weiht of 'ootin = *00 ), -Weiht from Soil on 'ootin = %46 ),

(otal Weiht = /46 ),

= 66.6

= 26.6

Sl. No. Load Case Fy My Mz Total Fy Total pressure Check Net ressure

% 2%* 0./ +L %2/5 50.25 1266 /24% 2 22/ 2 225 3.) 5 4/ 5 45

2 20/ %.0 +L %40 *.6/ 2*.5 /5 2% 2/ 22* 2 3.) 5% 5/ 4* 5

2%5 %.0 +L 25 125* 2.2*/ %02*% 24 24 26 26 3.) 6 6 * *

4 220 0./ +L 260.% %*.64 22.5 *206 206 206 204 205 3.) 26 26 24 25

5 2%2 %.0 +L %5 2/6. 16.%%* /0 254 254 22 2% 3.) 4 4 52 5%

6 2%% %.0 +L %6/0 12/ 14.42 /66 20 20 252 252 3.) 50 50 2 2

2%2 %.0 +L %5 2/6. 16.%%* /0 254 254 22 2% 3.) 4 4 52 5%

* 2%% %.0 +L %6/0 12/ 14.42 /66 20 20 252 252 3.) 50 50 2 2

/ 2%% %.0 +L %0** 120 %/.5 /04 2%* 2%/ 2 24 3.) * / 5 54

%0 2%2 %.0 +L %022 202.4 20.06 */6* 2% 22 2%6 2% 3.) 5% 52 6

%% 20/ %.0 +L %40 *.6/ 2*.5 /5 2% 2/ 22* 2 3.) 5% 5/ 4* 5

%2 2%* 0./ +L %2/5 50.25 1266 /24% 2 22/ 2 225 3.) 5 4/ 5 45

Maimum Base &ressure on 'ootin = *

Cantile$er Moment on 'ootin = %2%* ),1mm

Main !einforcement :

ffecti$e depth *001501%62 = 42 mm

7nit 8idth of footin = %000 mm

9ud = :%.21s;rt:%.441:6.6*Mufc)#d2


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"#!$% "#SI&N

Consulting #ngineers

PROJECT: 33 / 11 kV Sub!tatio"! at A# Ai"Co"tractor: Lar!%" Toubro Lt)+0

E") U!%r: A,WEA Su--# ,ii!io"

TITLE: 33 / 11 kV Sub!tatio" at Ciic C%"tr%

R%actio"! 'ro STAA, Su-%r!tructur% (o)%# A"a#!i!

No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"*

6/ 51 1./ D + 1./ 41.


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No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"*!

949.525


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No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"*

7< 51 1./ D + 1./ 33./36 1


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No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"*!

915.561


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No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"

6/ 51 1./ D + 1./ 41.


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Tel :+97143513611, Fax: +97143513661






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Tel :+97143513611, Fax: +97143513661





Sample Calculation for Isolated Footing:

SBC of soil = 250

Grade of Concrete = 20

Grade of Main Steel = 420

Grade of Stirrups = 420

Column Lenth = 0.4 m

Column Width = 0.2 m !

"eiht of soil a#o$e footin = %0 m 0.4

&lan Lenth of 'ootin = %.* m 0.2 %.*

&lan Width of 'ootin = %.* m

(hic)ness of 'ootin = 450 mm

Clear co$er to footin = 40 mm %.*

+ensit! of Soil = %*

Self Weiht of 'ootin = 6.45 ), -

Weiht from Soil on 'ootin = 566.64 ),

(otal Weiht = 60 ),

= 0./

= 0./

Sl. No. Load Case Fy My Mz Total Fy Total pressure Check Net ressure

% 4 C3MB,A( 2 1%0 **0 2*5 264 2/ 25* 3.) %05 *4 // *

2 4 C3MB,A( 25 1% / /2* 26 2/5 2* 2/ 3.) /6 %%5 /* %%

4 C3MB,A( 65 0 2 %2* *0 *4 *0 *4 3.) 200 204 200 204

4 4 C3MB,A( %06 4 0 0/ 22 22 2%5 2%5 3.) 4 4 5 55 4 C3MB,A( %06 4 0 0/ 22 22 2%5 2%5 3.) 4 4 5 5

6 4 C3MB,A( %25 1 12 2* 224 220 20 226 3.) 44 40 50 46

4 C3MB,A( %06 4 0 0/ 22 22 2%5 2%5 3.) 4 4 5 5

* 4 C3MB,A( %25 1 12 2* 224 220 20 226 3.) 44 40 50 46

/ 4 C3MB,A( 255 *5* 26% 25 255 26/ 3.) *% /5 5 */

%0 4 C3MB,A( 25 1% / /2* 26 2/5 2* 2/ 3.) /6 %%5 /* %%

%% 4 C3MB,A( 25 1% / /2* 26 2/5 2* 2/ 3.) /6 %%5 /* %%

%2 4 C3MB,A( 2 1%0 **0 2*5 264 2/ 25* 3.) %05 *4 // *

Maimum Base &ressure on 'ootin = 204 safe

Cantile$er Moment on 'ootin = %24 ),1mm'actored Cantile$er Moment on 'ootin = %*5 ),1mm

ffecti$e depth 4501401%22 = 404 mm


9ud = :%.21s;rt:%.441:6.6*Mufc)#d2


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Tel :+97143513611, Fax: +97143513661





ffecti$e depth 4501401%21%22 = /2 mm


9ud = :%.21s;rt:%.441:6.6*Mufc)#d2


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Grade of Concrete fc = 40

Grade of Main Steel f! = 460

Clear co$er to footin = 50 mm


(hic)ness of the raft = *00 mm

Moment in M direction :Main @ein.< = 200 ),1mm

ffecti$e depth *001501%62 = 42 mm

9ud = :%.21s;rt:%.441:6.6*Mufc)#d2

copy of rcc design as per is1.xls

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