Design of a reinforced-concrete ware house

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0-/

a

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House

,)

3 ~ ~ sea./;

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fn

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29

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ROOF SLA 8. Descr/fJ

1'-0/1. ;

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vr~

-= .2 ZS-;x 2.2 ::=~.

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0-/ OUTe~ P4ne/:

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As::::-

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DO 77

o~ tO~ Ne-r B.M. (~tAJ~)

To:r-o.-e

/3. M. =: I~

W.e

(-1- ~

cj

Z-~ 25"°70 -!-~ _~

/l1t4. ~

"

7S-/o 'f " ~

luex/

Mtd

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.

.

.,/-#-As

3 SS-o-o-o D 1/ :::::. == 3. /7 /6-mro )t".L x ~.0 0 ~

/ 7-1

'1

Y

Ie

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P

<

.0077 II. II

-=

5 / 069 B-t}-o /6rJOO,c.2x8.o 8 9.5S CJ " p .> . 0077 ..-:z-o lItevr- 10 ~

k ~

650 we ~ hcvv-e ~~~. . I Q " ~(dJ?

-;JCuf:

/?.5 == b.O j I ~ j ~ /L/- ~'/~ a..A ~

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f'~

/V~~ B. M

(a7

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~+a./

B,M.

-1.2-u _~Z32-")(.

/...!

_{22- 7< ,g,67--1}

-

,.27

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Mc.Ol

~/Il: 3. 77.a 1/ 8.M -==- .2 S- x/693 C>1)-Q - it'2-3 tHHJ ' IF V 2-3 O"(N /6C&O)<}>< ~.o

-/c -

0, K

f

_{< ,}

_ov77 / Z-70 tH>-O II#

As

= lz.7D~ /60--00 ~fx8:0 - 11.3. Y D " 1:) =- bA-dS, = 11.3« =- .011 :> .0077 , .1171IZ".~.o I .2 70 lJ-(Jt)

B.

M =-,0077 x. /32x Y,O x/6-ctJox2>'i ~ -faAuAA ~ -dat ~".3~. ~ 0 :. Kd ~

i

lC 8 :::..3I'

.f:

= IS- AbS-;' 650 =- f{81li'f1: .' -- .3.0 v"

4

=- 8 " 011-=

/i "

A ':::-

:3If S o-cr-c ~ / O.'3 0 I' .s c.,~~O 1C

6 /;..

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2S-~"r:'

• Co/{P~~/4!d As:::- p ...

6d

-f- ~ t< /0.51 = . , , /c.

r

d

L

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Pesign

0-/

In+er/or

Panel

/3. p.--c:) . B./It .

.

, - 'Z.. ,.k- /1#

-zs

232 J( 2./ ,. /7.67 = b0 750 -ff-. = 729000 If

"

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2.. 2.- ~ 0 f'

-/c...

O. K. ~

r

-< .0077 13.M. =: • 6S-.JC 7291Jtro:=: tr7yo-vo "#=

11.5

==

'-17

cr

0-00 /6tJt}{J 7<

1-Jf.

Z ~. 23> £J "

Ut-e

/

0 - :.

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r

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z

? D~'" :::::. .30S- 0-0-0 If

n:

• 1-/. - •2 S-"X ~ vuu

A

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/c -

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P

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o.

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_{r ~}

_{/tJ.>xlZ-7< 3}~.Ib - . cJ 0 ~I -= . 0077 t'~ ~~

FLOOR SLAB

IS

Load,'ng

L.L.

3

ff s/~

Th,'cknes.5

0';-

Slab

(n?"Y1I

I11Un-1)

I- =- . cJ 2- .-€ .. ,;;:;- + / ..cJ

Zoo

+

== .

02- ~2'

(3i3

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/ cYfJ 13.M. ~

f-~

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e

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c)

2.

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ZO

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/. L

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3/3.1< 22. x I

i:67

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=

/I~ avv' ~ /3g() 01J0"1.

j

/6.

/I

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::::

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t-x

7:zs = Lj.07 D'f

Uu

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i

II

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_{<.. . 0077} ~ /6 - ~'I

r

,, -=- I 900 0-00 'I#= ff . ~ 2.2. - ~ 'I

it

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=

/7

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=

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U-u

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r

<.0077 A - 1$2.-0 0-00 0 " s - /6000](. L,../O. 7::,- -:= /0. 00 15 ~ 23-

~"y

r

<. 007,

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so

%

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/8. --- ... ~liiiiiiliIiiliiiiiiiii1liiliiiiiiiOiliiiOi~l'iliiiiiiiiiiliii'iiiiliiiiiiiiiiiiliiiii~~~ I ~S6 6-0-0 /6 0-0-0

"'l~

7.2. ~ O. jC y.so t:J " 23-

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r

<

.0077 8.M. == • 80 J( 2. 2 ~O0-6D::=. 1 ~30 000 11# I 3" 30 c>t>-<=> 0f( -=- --- =- /2. /0 /6(r(ro )L ~}C /O . .,~ ~ 2g-

~"y:;

~ -.;- /2.( ~. 0005

>.

0077 <Lo tia:r 6d 132-~I().

r~

,I 01'= It (I _xd = ~ _{10.75 -=} 1r" . _I - /IS' (YUJ ViOle n 31'1 =-. 0077~/3.ZJ< lal>~/6(;(Jf)xt)CIU."(S--=- / 6So ~

-t"a.A... &..y~a.i.~. ~. /JbJ

I g 0 0-0-0 '1-11=-I 1 0" =: pha + As" 0 == 10./8 -f- /.2..2. -== II.~cJ /6 ~ 0.1(. _, I! "

f

Oesign

0-1

InTerior

Panel

/9. i I I II

"

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O~

I'

13. M. -:::.

30 ~~.86bOO := 296 0-0-0 If-#:

A

2S,6 ~ 2.9/ Oil S = /UJoox

jJ<.

t:ls-

=

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i" ~

fr-t}.K. ,I

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A

_.s = 690 &0-0 //&t>vIC

F

fi7=2S- ~ Ii I ; lAA..e. /

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II

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3=- c.)L- -., IS;- 3"/ ---- "2-_ -L 1< 3/3,.... 2- I :K /7 67 -= /s ',.h-I 6 ~o ()Oo ~ \'

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to.

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I

II

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Column

Oescr/p+ion. Sa.,y Zo ff d/~ Co/~ L-oa

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1"

Second

Sf-ory

InTerior

Column

2.. 2.. ₁ II'

Lot:Lc:I,'ng

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~

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a "1 f C 70 C c:.

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or

?arapef

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"r

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/6-<10;

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1-~~~ d===-.3/

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i"VJU//2"c.foc

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29.

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!ktl

s -

~"y a.:r --fo-p

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4

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ur

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71

s'

==- /7trOx /0.5" -= /7cao:f=

c.J-=-I

/7()-C)-<J _

Third

S+Oyy

Oesc.YIFion

Woll

Column

30.

Loading

l~fJ ~ &00..01 ~ ~

2:z.

x ..!-2- .>( Z/X 2. .3 2.- = ...53 SOo Uflt

_of

flv a~

rA~'1

7S-0x // J< Z = /6 500 ./J. W

e7

c-ef' . /0 crrro p -- go tJtrO#

Design

13./1 == , OL( ,.23Z .A 2./I<

/n ~/

Z. = 752000

II#-I,

I ---r - -L-;L b - -3 ," 2/ '!..-

(I

Y '_ 6 ~') ~ 0a-y.3 01/

7/ty :

30 x20/1 CAJ( _{70 = /

%

If 39 ~ ==- 6, I " 110fH>O L

-=.

12.9

f!s

=:

nlc. ( ~

-I)

:= IS -<'IY ~-

(/::17

-I) = 72-80 A .36 ::0- 26

w:,&"

</6tn>V f.uu,0.1("

/ '-s ~

a.bJ-o" O. K . .3/. .30-< :z 0 II 3°"

Second

S-fory

wall

Column

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ov-o

7S 600 p, W 0-{ //esign B.

M~;==

.66"7 ~ / l(VK 0lJ0 -==. 9670-0-0 II

#-T~

30.J<"'zo"

p

= .~~/.

-

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I~

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Fi

rs-l-

S+ory

Wall

Column Load,'ng 33. ! I I' /7/ &0-0 75 &0-0 /0 LIon p =- 26 3 0-0-0 #=

Design

96700D.;;!:f... = 552000'#- 8.1'1. 7

T

.

~ 30J<.20 1/ ~ f =/7 cI '=./07 Xo =- - 2./ II K=- /.13-9 770 <. 7(J-D+SO~70-0 ~.o.l(. tM-e.. 30 ,.20 If ~

34.

Basernen+

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tip

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