Staircase Design 01

8/18/2019 Staircase Design 01

1/12

Project

Greenfield VSF Vilayat Project

Calculations for BLI Job Nr 278668 /15A

Staircase Design _Salt RecoveryCalculated b C! "ate # 27/$%/12

C&ec'ed b PA "ate # 27/$%/12

DESIGN OF STAIRASE _Salt Recovery !Grid "#$ % D&F #E&G' (loor Bea)

REFERENE D(G NO )

INP*T DATA

L*N!+, -( +.*A" + $0%$ ) "+,-

,*I!,+ -( .I*. . $017 ) ./

!-IN! ! $0%$ ) $+"

I"+, -( +AI. 1$$$ ))

PAN -( +AI. L %05% )) "+,-

+,IC3N* -( LAB " 15$ )) "+,- $+"

*((*C+I4* "*P+, -( LAB d 12$ ))

"*NI+ -( C-NC.*+* 25 3N / )% %06

+.*N!+, -( C-NC.*+* 25 N/))2

+.*N!+, -( +**L 5$$ N/))2

CL*A. C-4*. c 25 as er I#956:2$$$

"IA;*+*. -( ;AIN BA. < 1$ cl0 %%010b= lab

"' DEAD 0OAD

"L ">* +- AI+ 6099

(L--. (INI, $05$

+-+AL "L ">* +- AI+ 1+2, Load (ro) slab

"L ">* +- LAN"IN! LAB %075 Load fro) slab

(L--. (INI, $05$

+-+AL "L ">* +- LAN"IN! LAB ,+$3

;A?0"*A" L-A" D0 60@9 "+,-

$' 0IVE 0OAD 00 90$$ -+3-

-' 0OAD O./INATIONS

A= 105 "*A" L-A" :::

0OAD ASE " "4+,4- 5N&6$

B= 105 " L 105 LL :::

0OAD ASE "1+,4- 5N&6$

;A? -( ALL L-A" "1+,4- 5N&6$

C-;BINA+I-N

"1+,4- 5N&6

$4+$,3 5N&6

,' "*I!N A P*. I C-"* :

Note taircase is desined as a s0s0 bea) sannin betDeen centres of bea)s

A= B*N"IN! ;-;*N+

;A? ;-;*N+ A+ ;I"P

;A? ;-;*N+ A+ ;I"P -3+444 5N # 6

"iEn/"et

f c'

f

3N/)2

3N/)2

3N/)2

3N/)2

3N/)2

3N/)2

3N/)2

3N/)2

>"L AC+IN! -N +AI.CA* LAB (ro) lab "=

>"L AC+IN! -N +AI.CA* LAB (ro) slab $=

>"L L2 / 8

Plan

*leEation

A

$

"

"

"

$


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Project



Staircase Design _Salt Recovery

Calculated b C! "ate # 27/$%/12

C&ec'ed b PA "ate # 27/$%/12

"iEn/"et


3/12

Project




C&ec'ed bPA

"ate # 27/$%/12

"iEn/"et

B= A.*A -( ;AIN +**L

Ast 712+3$2 66$

C= A.*A -( "I+.IB>+I-N +**L

Astdist $012F -( !.- A.*A

$012=I"+,-4*.ALL +,30/1$$

"84+444 66$

"= C,*C3 (-. ,*A.

4uG)a >"L san=/2

280@51$%99%$6 N

,enceG $0291

Percentae of steel $0691 F

Corresondin to t&is ercentae as er I#956:2$$$G table no01@G

H $055

N- ,*A. .*IN(-.C*;*N+ I .*>I.*"0

3' DETAI0ING OF .AIN STEE0

A.*A -( ," 1$ "IA0 BA. A+ 1$$ c/c 78509

A.*A -( ," 12 "IA0 BA. A+ 15$ c/c 75%0@8

A.*A -( ," 16 "IA0 BA. A+ 15$ c/c 1%9$091

A.*A -( ," 2$ "IA0 BA. A+ 125 c/c 251%027

*SE 9:SD "4 DIA+ /ARS AT "44 c&c FOR .AIN STEE0

1' DETAI0ING OF DISTRI/*TION STEE0

A.*A -( ," 8 "IA0 BA. A+ 2$$ c/c 2510%%

A.*A -( ," 1$ "IA0 BA. A+ 15$ c/c 52%06

A.*A -( ," 12 "IA0 BA. A+ 25$ c/c 9520%@

A.*A -( ," 16 "IA0 BA. A+ 25$ c/c 8$9025

*SE 9:SD 8 DIA+ /ARS AT $44 c&c FOR DISTRI/*TIO

tE N/))2

tc N/))2

As tE t

c

Ast =0 .5×f

ck

f y (1−√1− 4 . 6× M f ck ×B×d2 )×B×d

τ v=

V u

B×d


4/12

Project




C&ec'ed b PA "ate # 27/$%/12

"iEn/"et

7' DEF0ETION 9E5

.*IN( P.-4I"*" A+ ;I" PAN 78509 ))2

+.* IN .*IN(-.C*;*N+ 28901%@887 N/))2

P*.C*N+A!* -( .*IN(-.C*;*N+ P.-4I"*" $06595 F

;-"I(ICA+I-N (AC+-. A P*. (I! 9 -( I 956:2$$$ ;( 1025

BAIC PAN +- *((*C+I4* "*P+, .A+I- L/d 26 (or Cont0 slab

;INI;>; *((0"*-+, .*" (.-; "*(L*C+I-N C.I+*.IA 1$@ ))

;INI;>; *((*C+I4* "*P+, P.-4I"*" 12$

reater t&an K)in0 eff det& redK0 ,ence o'

Ast ro

f s

d)in

dro


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Project




C&ec'ed b PA "ate # 27/$%/12

"iEn/"et


6/12

&eet Nr

B


7/12


8/12

&eet Nr

))2

))2

))2

))2

))2

))2

))2

))2

STEE0


9/12

&eet Nr


10/12

&eet Nr


11/12

Project


Calculations for CB" Job Nr 278668 /15A

Staircase Design _Salt RecoveryCalculated b C! "ate # 27/$%/12 &eet Nr

C&ec'ed b PA "ate # 27/$%/12

"iEn/"et


12/12

Project


Calculations for CB" Job Nr 278668 /15A

Staircase Design _Salt Recovery

Calculated b C! "ate # 27/$%/12 &eet Nr

C&ec'ed b PA "ate # 27/$%/12

"iEn/"et

Staircase _4" !Grid "#$ % D&F # E&G'

Staircase Design 01

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