Upload
sivaagathamudi
View
238
Download
5
Embed Size (px)
Citation preview
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
1/17
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
2/17
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
3/17
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
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
4/17
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-(15624 2/./4.2/15Co"!u#ta"t : Par!o"! $ri"ck%r&o'' DE0*ED (E(ED 0ee%
TITLE: (ai" $ui#)i"* A0 P
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
5/17
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
6/17
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
7/17
Sample Calculation for Isolated Footing:
SBC of soil = 225
Grade of Concrete = 40
Grade of Main Steel = 460
Grade of Stirrups = 460
Column Width = 0.6 m
Column Lenth = 0.5 m !
"eiht of soil a#o$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$e depth *001501%62 = 42 mm
7nit 8idth of footin = %000 mm
9ud = :%.21s;rt:%.441:6.6*Mufc)#d2
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
8/17
"#!$% "#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.
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
9/17
"#!$% "#SI&N
Consulting #ngineers
PROJECT: 33 / 11 kV Sub!tatio"! at A# Ai"Co"tractor: Lar!%" Toubro Lt)+0
E") U!%r: A,WEA Su--# ,ii!io"
TITLE: 33 / 11 kV Sub!tatio" at Ciic C%"tr%
R%actio"! 'ro STAA, Su-%r!tructur% (o)%# A"a#!i!
No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"*!
949.525
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
10/17
"#!$% "#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"*
7< 51 1./ D + 1./ 33./36 1
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
11/17
"#!$% "#SI&N
Consulting #ngineers
PROJECT: 33 / 11 kV Sub!tatio"! at A# Ai"Co"tractor: Lar!%" Toubro Lt)+0
E") U!%r: A,WEA Su--# ,ii!io"
TITLE: 33 / 11 kV Sub!tatio" at Ciic C%"tr%
R%actio"! 'ro STAA, Su-%r!tructur% (o)%# A"a#!i!
No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"*!
915.561
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
12/17
R%actio"! 'ro STAA, Su-%r!tructur% (o)%# A"a#!i!
No)% L/C 67 kN 6 kN 6. kN (7 kN ( kN (. kN 6ooti"
6/ 51 1./ D + 1./ 41.
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
13/17
WINNER CONSULTANT ENGINEERING
P.O. Box 27797, Dubai, UAE
Tel :+97143513611, Fax: +97143513661
Email: i!!e".#o!$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" $ui#)i"* A0 P
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
14/17
WINNER CONSULTANT ENGINEERING
P.O. Box 27797, Dubai, UAE
Tel :+97143513611, Fax: +97143513661
Email: i!!e".#o!$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" $ui#)i"* A0 P
Sample Calculation for Isolated Footing:
SBC of soil = 250
Grade of Concrete = 20
Grade of Main Steel = 420
Grade of Stirrups = 420
Column Lenth = 0.4 m
Column Width = 0.2 m !
"eiht of soil a#o$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
7nit 8idth of footin = %000 mm
9ud = :%.21s;rt:%.441:6.6*Mufc)#d2
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
15/17
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" $ui#)i"* A0 P
ffecti$e depth 4501401%21%22 = /2 mm
7nit 8idth of footin = %000 mm
9ud = :%.21s;rt:%.441:6.6*Mufc)#d2
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
16/17
7/25/2019 Copy of RCC DESIGN AS PER IS1.xls
17/17
Grade of Concrete fc = 40
Grade of Main Steel f! = 460
Clear co$er to footin = 50 mm
7nit 8idth of footin = %000 mm
(hic)ness of the raft = *00 mm
Moment in M direction :Main @ein.< = 200 ),1mm
ffecti$e depth *001501%62 = 42 mm
9ud = :%.21s;rt:%.441:6.6*Mufc)#d2