Grade Slab ACI-150thk

'rect

Su)ect

Re"

Dc* N*

Sectin

ALDAHRA KOHINOOR RICE RICE MILL

* 

DESIGN OF GRADE SLAB: Design data: Depth of !"#

h

$

1%0 &&

C'!()*e+ t+e),th of -o)-+ete

f-

$

40 N/&&2

G+"*e of tee!

f'

$

460 N/&&2 66.00

Spe-(f(-o&pt+e),th of -o)-+ete

f-

$



6000 p(

4060 p( 2 N/&&2

$

2% N/&3

-

$

.% &&

D&"() S

$

12 &&

$

200 &&

*

$

6 &&

)(t 5e(,ht of -o)-+ete C!e"+ -oe+ to &"() +e() M"() +e() Sp"-(), Eff*epth

2.1 2.1. . () () St+e),th +e*f"-to+

φ1

$

0

(As per cl:9.3.2.1 of ACI 318-02)

St+e),th +e*f"-to+ fo+ he"+

φ2

$

0.%

(As per cl:9.3.2.3 of ACI 318-02)

#

$

1000 &&

7 (*th of !"# -o)(*e+

33 33.0 .0 () () 8o(o) +"t(o fo+ -o)-+ete 7hee! Co)t"-t A+e"

υ

$

01.

9A pe+ DIN 10.2:

$

200 && ; 600 &&

7 (*th

#

$

020 &

Le),th

!

$

060 &

Lo"* *(pe+(o) "),!e

$

D(pe+e* 5(*th of !"#=B $ # > 2 t

$

02 > 2 ; 01%

$

0%0 &

$

06 > 2 ; 01%

$

00 &

Co)t"-t "+e"

$

04%0 &2

Se!f 7e(,ht of S!"# o) -o)t"-t "+e"

$

04% ; 1%0/1000 ; 2%

D(pe+e* Le),th of !"#=L $ ! > 2 t

L(e !o"* "?&e* o) Co)t"-t "+e" Tot"! Lo"*

@

4%<

$

16 KN

$

.00 KN

$

6 KN

Calculate Maximum stresses (Fr !r"ided t#ic$ness % cncrete& Stress Calculation from Reynolds handbook (Text Book-concrete roads-page 18! Fo+ -o)*(t(o) f 1

$

 9 1>υ : / h2  02.% !o,9E - ; h3/ + 14:  1%9+ 2/+ 3:2 

At -o+)e+

f 2

$

3 / h2 19 + 2 / + 2 :06

At ") e*,e

f 3

$

0%3 9 1>0%4 υ : / h2 !o,9E- ; h3/ + 14:  0.1

E-

$

4.00

$

4.00+t92:

Re&ote f+o& e*,e o+ -o+)e+

E!"t(- &o*?!? fo+ -o)-+ete

Mo*?!? of +e"-t(o) of ,+o?)*



Co)t"-t "+e" of 5hee! !o"* R"*(? of -o)t"-t "+e" of 5hee! o) !"#

+

(As per cl:8.5.1 of ACI 318-02)

$

24.0 N/&&2

$

0004 N

(For firm soil ) 2

$

04%0 &

$

4%0000 &&2

$

9"+e" ; 4 / π :

$

+t94%00004/314:/2

$

DESIGN OF GRADE SLAB

f-

3.4.

RMK/ST

/2 &&



2%60

&&

04/03/2016

'rect

Su)ect

ALDAHRA KOHINOOR RICE MILL

Dc* N*

Re"

Sectin

* 

DESIGN OF GRADE SLAB: 91.24h:


RMK/ST

04/03/2016

'rect

Su)ect

Re"

Dc* N*


Sectin

* 

DESIGN OF GRADE SLAB: + 1 $ +t 916+J>hJ: 06.%h

I% ( r + ,*-./#& I% ( r 0 1 ,*-./#&

+ 1 $ +

+1

$

40043044 &&

+ 1

$

3.4. &&

E?("!e)t +"*(? of -o)t"-t "+e"

+ 1

$

R"*(? of +e!"t(e t(ff)e

+ 2

$

9E- ; h3/ 1291υ2:1/4

$

924.006232400.21%03/9129101.2:0004:02%

3. &&

$ $

11% && % + 2

$

%.2 &&

9E- ; h :/ 9 ; + 1 :

$

1023

02.% !o, 9E- ; h3:/ 9 ; + 14:

$

02

K

$

04

1%K 9+ 2/+ 3:2

$

0240

Re&ote f+o& e*,e o+ -o+)e+

f 1

$

0266

At -o+)e+

f 2

$

0430

At ") e*,e

f 3

$

0%14

f "!!o5

$

04%4060

+ 3

Coeff(-(e)t 3

D(&e)(o)!e -oeff(-(e)t

8e+&((#!e e+(-e !o"* t+ee

4

9I) -o&p+e(o):

$

12.000 p(

$

f C"!-

(As per cl: R 8.5.1 of ACI 318-02)

04%2

$

12600 N/&&2

$

0%14 N/&&2

$

0%14 N/&&2



12600 N/&&2

Sa%e Be)*(), &o&e)t 9 ?) f"-to+e*:

Be)*(), &o&e)t 9f"-to+e*:

M

M?

$

f "-t?"!  9# ; * 2: / 6

$

40.3. N&&/&

$

040 N&/&

$

001 ft(p

$

16 ; M

$

06%3 N&/& 014% ft(p

Design % rein%rcement: C"!-?!"te At9+e:

φM)

$

"

$

6

#

$

1

M)/ φf '#*J

-

$

00003

R"t(o of )o)p+et+ee* te)(o) +e(f

ρ A9+e:

$

000033

$

ρ ; # ; *

φ  A ; f' ; * 910% ; p ; 9f'/ f -::

So!(), ?"e?"t(o) 0% f ' / f-

$


003% ()

RMK/ST

04/03/2016

'rect

Su)ect

Dc* N*


Re"

Sectin

*



DESIGN OF GRADE SLAB: A9+e:


22.2 &&2

$

RMK/ST

04/03/2016

'rect

Su)ect

Re"

Dc* N*

Sectin


* 

DESIGN OF GRADE SLAB: A9p+o:

%6%4 && 2

$

0 ()

ρ9p+o:

$

0026

A9&():

$

0001 # ; D

Che- fo+ &()At

A9p+o:

(As per cl: 7.12.2.1 of ACI 318-02)

2

$

2.0 &&

$

%6% && 2

2.0 &&2



O2 SAFE

ρ 9p+o:

$

F"-to+e* She"+ fo+-e

?

$

She"+ -"++(e* #' -o)-+ete

-

$

0026

C#ec$ %r Direct S#ear:  N f- 9 # ; * : / 6

$

(As per Cl 11.3.1.1 of ACI 318-02)

60%22 N

-

$

)

$

)

$

11% N



-

(e

11% N



60%

60% N ?/φ N

3ence n Stirru!s are re4uired C#ec$ %r 'unc#ing s#ear : 8?)-h(), fo+-e 8?)-h(), "+e" 9*/2 *(t"!!

p?

$

 N

#o

$

.3 ()

-1

$

92> 4/β-:

β-1

$

1

-2

$ α $

"+o?)* the -o)t"-t "+e": She"+ t+e),th of -o)-+ete -= ( &"!!et of= (cl: 11.12.2.1 of ACI 318-02)

9(:

9((: α s

9(((: M()(&?& of the "#oe "!?e=

$

f - ;

9#o ; *:

.6. (p 9α*/#0>2: f - ;

9#o ; *:

40

= 40 30 or 20 for p!"c#i"$ perime%er &i%# 432 si'es respec%iel)

-2

$

-3

$

-

443 (p 4

f -

$

%1 (p

$

44 (p

$

1. N

φ-

$

14 N

p?



φ-

;

9#o ; *:

'unc#ing S#ear is less t#an Cncrete s#ear strengt#* O2*


RMK/ST

04/03/2016

FIC38NER India9S8' Internatinal 'rects Di"isin C#ennai 'rect

Su)ect

AL @ATRANA 8O7ER 8ROECT

Re"

Dc* N*

Sectin A))e;  D

FEL NLOADING  FEL FOR7ARDING 8M8 FONDATION DESIGN CALCLATIONS

R0

EC%230.2%

S#eet N* 

F5EL OIL FOR6ARDING AREA E75I'MEN8S IN GRADE SLAB

S*N*

E4ui!ment Name

Ns*

Lad % t#e Lad % t#e E4ui!ment E4ui!ment $g

$N

N* % Su!!rts

Lad n eac# Su!!rt

6#eel Lad cnsidered %r Grade Sla) Remar$s Design

$N

$N

8OC

;endr Dra
m

1

F?e! O(! Fo+5"+*(), S(*

3

2400

24

6

4000

100

SAFE

EL9>: 0200

DC3%.

2

F?e! O(! F(!! ?p S'te&

1

.%0

.%

6

12%0

100

SAFE

EL9>: 0200

DC3%

3

F?e! O(! F(!te+(), S'te&

1

13300

133

12

1103

100

SAFE

EL9>: 010

DC3%

4

F?e! O(! He"t(), S'te&

2

4.%0

4.%

6

.1.

100

SAFE

EL9>: 0000

DC360

%

A--?&?"!to+

1

11%0

11%

6

11.

100

SAFE

EL9>: 01%0

DC3.2

The G+"*e S!"# ( *e(,)e* fo+ " 5hee! !o"* of 100 N

9Refe+ A))e; C:

M";(&?& Lo"* o) e"-h ?ppo+t of the e?(p&e)t ( 12% N (e= !e th") 100 N He)-e (t ( "fe to +et the e?(p&e)t () the ,+"*e !"# of 2%0 && th(- Lo-"! th(-e)(), of ,+"*e !"# ( *o)e to &eet the e)*o+ +e?(+e&e)t of top of -o)-+ete

FEL FOR7ARDING AREA  E@I8MENTS IN GRADE SLAB

RMK/ST

04/03/2016

FIC38NER India9S8' Internatinal 'rects Di"isin C#ennai 'rect

Su)ect

Dc* N*

Sectin A))e;  D

FEL NLOADING  FEL FOR7ARDING 8M8 FONDATION DESIGN CALCLATIONS

AL @ATRANA 8O7ER 8ROECT

Re"

R0

EC%230.2%

S#eet N* 

F5EL OIL FOR6ARDING AREA 'I'E S5''OR8S IN GRADE SLAB

S*N*

'i!e Su!!rt ID

Ns*

'edestal Si=e

6#eel ;ertical ;ertical Lad Lad n Lad n cnsidered 'i!e 'i!e %r Grade Remar$s Su!!rts Su!!rts Sla) Design $g

$N

$N

m

1

10B@2%1A=10B@ 2%1B

2

3%0 ; 300

2000

02

100

SAFE

2

10B@2%2

1

400 ; 300

2%00

02%

100

SAFE

3

10B@2%3

1

100 ; 400

2%000

2%

100

SAFE

4

10B@2%4=10B@ 2%6=10B@2%

3

%0 ; 400

%000

0%

100

SAFE

%

10B@2%%

1

100 ; 400

32%00

32%

100

SAFE

6

10B@2%.

1

100 ; 400

40000

4

100

SAFE

.

10B@2%= 10B@ 260

2

1300 ; 400

22%00

22%

100

SAFE



10B@261

1

1400 ; 400

22%00

22%

100

SAFE



10B@262= 10B@ 263=10B@264

3

10%0 ; 400

6000

06

100

SAFE

10

10B@26%= 10B@ 266

2

00 ; 400

%000

0%

100

SAFE

11

10B@26.A= 10B@ 26.B=10B@26A= 10 B@26B= 10 B@2.1A= 10B@ 2.1B

6

4%0 ; 3%0

000

0

100

SAFE

3

.00 ; 3%0

20000

2

100

SAFE

3

600 ; 400

20000

2

100

SAFE

12 13

10B@26= 10B@ 2.0=10B@2.2 10B@2.4= 10B@ 2.%=10B@2.6

8OC

14

10B@2..= 10B@ 2.

2

600 ; 400

20000

2

100

SAFE

1%

10B@2.

1

10%0 ; 400

%000

0%

100

SAFE

16

10B@20

1

1600 ; 400

22%00

22%

100

SAFE

EL 9: 00. / EL 9: 0100

The G+"*e S!"# ( *e(,)e* fo+ " 5hee! !o"* of 100 N M";(&?& Lo"* o) p(pe ?ppo+t ( 4 N (e= !e th") 100 N He)-e (t ( "fe to +et the e?(p&e)t () the ,+"*e !"# of 2%0 && th(- Lo-"! th(-e)(), of ,+"*e !"# ( *o)e to &eet the e)*o+ +e?(+e&e)t of top of -o)-+ete

FEL FOR7ARDING AREA  8I8E S88ORTS IN GRADE SLAB

RMK/ST

04/03/2016

Grade Slab ACI-150thk

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