07- (Slabs) (4) Panelled Beams.

Intr Introdu oducti ction on ---------------------------

Design Design of the

C o py p y ri ri gh gh t E n g . V a ss ss e E I -L -L e at at hy hy 2 0 0 9 . A l c op op y ri ri gh gh t r es es er er ve ve d . R ep e p ro ro du d u c o n o f h es es e n o e s pa or as who or sa s trtr ic ic t P r n titi n i s a l lo lo w e f o p e rs rs oonn a u s o n ly ly .

p ro ro h b i e d

Pane Pa nelled lled

ea s.

~----------~----------~

Bs

B,


p ro ro h b i e d

Pane Pa nelle lle

ea s.

Introduction. ~lh.o

,n ll

,,,,.,,

.u-;s:.o

ul~1

(0,* b)

~;S:;

,;,c:

1.o1

Solid

or

50)·

uUL..w.J1

-<"II·

I~

:! Pa,nelled Bea,,,,.,,,JI

~b .l;..c, c .!.! l J J ~

1I

o .L .L . w .J .J 1

J,d;

m2

.uWI o J

B4

Pa,nelled J'ra,m,eB J - u : . ; ,

B.M.

J : . 1 l : U ~.)u..

,_.io.&:

o.l.

.tJ..ol>.

o~

LS

~jJ

Su

U '_ '_ ' ~ ~ I

Stiffness

Bs

or

B

ul~1

r~

.u,.L,..

cfiJ

SH""-aBB "VrI

():!J~

L

~J:!

o~

Plan

·.u~ La:Lo

u~

L

B

Beasn; 1..)•

.uL_';')

O.l>I

Jla,teria,'

imensions

b,

UalJ1

Length

(L;,)

U'JL.a:t.o

Pane


tlll~~_,J:;J:P~1 Beam.s

p ro ro h b i e d

J_,.b

u..~

~.J. _ , . ! . 1 . l . I

Pane Pa nelled lled

ea s.

j) Simple

Perpendicular.


p ro ro h b i e d

Pane Pa nelle lle

ea s.

Simple

Perpendicular.

C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

p ro h b i e d

Panelle

ea s.

L-

Ls

J..Ai:!) (0, b) t.

(W.). a" (B.M.)

Bs) (b, Calculate a,

(Sin Si

gn

9or

(Bs,B,,)


p ro h b i e d

Panelled

ea s.

JS'

_I..

ul.b~1

L_

~t..

where:

35,40,45

b-

(Ws)

U.L.

F.C.)

.4

.6 L.L.

I ,L . ~a-.

Ge

IF

mL .L

c.P.

IF L.L.>

kN\rrt (Code

Practice)

kN\rrt


=LoW

Grashojj

p ro h b i e d

Panelled

ea s.

Take

Bt:riPB in

Bla,b (a.t th

Loa.d. directions)

th

Bla,b·11

ig

J.;..s:;

Strips a .J . : :r

Slab.

1(

A_

~~

direction.

aDir.

-2

rnrn

direction.

rnrn sz

pDir.

Dir.)

rrvm.


p ro h b i e d

Panelled

ea s.

I.

.

.

.

.

L...,

L...,~


p ro h b i e d

Panelle

ea s.

DimenrionB

,'In.(

250mm

Take

r------4~~

or

the

fIV.)

(L.L

(r9tS:o 0j

fIV.)

t)

99,,·11

L -

"'eight

Area, Bw,bB

(W.)

(L.L.) u,l4JJ

U.L.

(2L+2L _'b'-

L Wa,'tJ.= ~.4

+t.4[

~o+I'.C.)+ 1.6 (L.L.)] (f-f.) ....... l " o S l l

.L

c,o....]

.ZSCJ

(1,.


p ro h b i e d

Panelled

ea s.

geN!!. 10

Solid

tt

H.B.

(t.o m.S) ~L.w H.B.JI ol.b~1

s.s.

Calculate

w•• area (8.8.)

s.s.

s.s.

rnBrnB BrnB

H.B.

s.s.

Weight Area, U,L

(Wrib)

~(t.Om.t.Om)

s.s.

(Wcw.)

ojJ,YA

s.s.

s.s.

ar+:'

I•

area (H.BJ

Panelled Be_

By

- -

(1.0) (1.0)

Ls

j\

.t

r-


p ro h b i e d

Panelled

ea s.

geN!!. 11

on

J.u..:;

JI (y

or B,

! -

=wa.1J.*

~_,J:,

o~

!

~/./.~r m : . ~

f} ""~f2 ~~f~ ~f;J

t?f~~"~//./.~ .//.J rff? v.//~

Ls

~~~

"~~~/j

f/.//. ""~/f./j

/./a

~f~ //./. ~{f/ "~f~/~

'_---L---_'

~a."7~~ ~r/./.f.}/~~?7.I"r.77 ~/~;Bj~ ~~~f/.~~}

-

~f.;/./f/./.~/././f.;/.//. "~/}'/./ff.;(' .WL/uL ~b.dZ ~ul'"~

-,

e.L.

e.L.

.,

.I


'__--L--__' p ro h b i e d

Panelled

ea s.

ge N!!.. 12

id

·.·8

ctio

82

...Mt~M2

·..5,<52 ...M

Bs

Where:

on

or


p ro h b i e d

(g;) Panelled

ea s.

geN!!. 13

lc late io

1\

__--~ --- --- ~~ L- ~~

fl

on

Bs

rv

r-L):X~ s;--

r.==~11 IIDeflection

Sin. CUnJel

.....

......... .....

\2

r~X-1

90

..........

---8(;90-- Sine., on

or

z:

(g;)

SineB, Sin 90

lc la Bt

............ -Sin90--


p ro h b i e d

....

Sines,

Panelled

ea s.

geN!!. 14

Examples.

sin600 sin 90

_!!_

~O .5

sin60° sin 90

=66.88

.5

's'o

0 • sin66.8Bo sin

0°

sin64°

r--------I

-.90

16

~.D-r6.D-r4.D-r6 D-r4

sin400 70

-.90

16

'~

Sa

sin700

~B

in

56.25

-.

18

sin6B.B6· singO·

18

singO

.!!._.

SIne

l1li(

~f

Sln90

Grid

"i

J~

U_,.J..

a.:/'i

o~

Reduction


p ro h b i e d

'i

"i Panelled

ea s.

geN!!. 15

FC.L.-C.L.

(aor b)

K~+b

(K=1.0)

..

m,m,

Take: Dir.

I'

ir

F'cu.

C,=./'-J='/ m:rrf

JEd

Q-~iCr. (0..24 ,,~(0.70)

"Feu

N\m",fr.========;"1 ~+

Qer.

bd

Q8


5¢B\rn' Dvmensione

p ro h b i e d

or

Panelle PageN! ..

ea s.

9-

lo (J) I -

.

1'-1

~ - -- - - -- - -- - -- - -- - - - L 8- - -- - - -- - -- - -- - -- - - -

stfrrup........

or

(0.,_

~[~,=====A~sa~==~' Sec. (1-1)

-'

-"-

I'

r-

or

stfrrup........

(0.,_

Jt.} Sec. (2-2)

Lb.J C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

p ro h b i e d

Panelled

ea s.

geN!!. 17

(E:r:t ri

Ex

Me

(W 1.4(t

B)

Be ,m

F.C.)

).

L . La La ,~

.6 .L

U.L.

a..b~1

',

v' ulAI~

1//

',

>-.../

'--<

'-.../

t-Q,~

1//

1//

I•

:[ L,.

,re spo,n

1.

*(O.S*!.b) La.-b

RB,

,re spo,n

1.5.[a.+~a-b)

}J


p ro h b i e d

Panelled

ea s.

geN!!. 18

Me

------

.-------

',

Ge (Wa,1).) U.L.

.l~.J

J...al

>----<

ll

'-

Bs (o.w

beam

wa,U.

a,pa,n \WG'II.

(O.6*~*LB)

La.rea.

w. _ L

1.

L-Ls

(o.w.) beam ra,rea,

wa,ZlB

'w

G'II.

[L+~-LB)*¥] span

',

Approxima,te Pa,nelled

_,

u;,tS

U ,_ , 1 J

'~

Ls

',

b·,;,·,;

}-""


',

',

:u~ Exact

-J

p ro h b i e d

-< Panelled

ea s.

ge N!!.. 19

Notes.

(SOD rn

400 rn

Skew

stilfness ~f .u~

.b

~f

o_,..s)1 o_

J.;..

~~

ul_,..s:u

+v

o_,..s)1

~J:!

(+ e) C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

omen p ro h b i e d

.us-

~JS:

_,JJf l.la

Panelled geN!!..

ea s.

Example.

r-r---s.

Data.

'1·'-5·25--1

N\mm N\mm

'.SO

L.L.

4.

kN\nl kN\nl --Ito.so.....__-'

Req. (j

(i

Beams.

Solution. 1'.01'

I'

Bs

B, B2

40

.,


p ro h b i e d

Panelle geN!!..

ea s.

(j

Ls

mm mm

Lc

Iits

tOO

'171:111.

Za,b.(

(Ws)

12.0 kN\nf

=1.4(0.10*25

U.L.

c-

Ge

,d

,c

C.P.

0.40

od

oJ

ra

1'.01" T=0.87(4.0)

=0.60--

=0.60--

=0.60

=0.60

=0.66

0.76(3.5)

40

_r=I. =0.86__ =0.66

T=0.87(4.0)

=0.66

=0.86

0.87(4.0)

=0.60--

=0.60--

=0.60

=0.60


T=0.76(4.0)

=0.66

p ro h b i e d

Panelled geN!!..

ea s.

d,- Take a,

oa

Strip (j

t2

O.42(t2)-5.04

0.35 t2)=4.2

-' .0 -3.5 -6(8.5)+2J1,(8.5+3.5)+~(8.5)= (9.0 14 JI

9.

M, (3.5) 8.5J1,+

2A16(S.5f3.5) 14

._I.~

___

.5

8.5---l

GJ

-(f)

.0

----(I)

=-99.0

I J I ~ = -S.901cN.ml

______.L1

~~7s'~~

t2

50(t2)=6.

0.42(t2)-5.04

8.5---l .5

.5

.5 +~

(8.5

(f)

(to. 7+ 10.7)

l,

_~(.t~=~ "(f_ -1:____:\ _I.~

GJII~:!

(to. 7+ 8.5

JI

14 6.98

N .m l

..

6.96

J:N.ml

C o py ri gh t E n g . V a ss e E l- Le at h 2 0 09 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

96

6.98

6. ~~

p ro h b i e d

Panelled N!!..

ea s.

(' )= .4

Strip

.2 (' )= .'

4.

0.0+

M, (4.0+4.0)+ M, (4.0)

.2 (' )= .4

4.0----1

4.

~)(t==4)(~ 4.416

~-4.4t6

kN.ml

;:;:n 0.26('2)~8.2

Strip

0.0+

.8 (' ); 4.

4.

M, (4.0+4.0)+ M, (4.0)

.85

4.0----1

4.

~)(t==4)(~

.2) M,

.26(2)~8.2

5.856

;:;:n

kN.m

8.812

2.544

Design

Sections

slab. 10

(l) &~ ,o

,e

:= 6.96

6.96 .1

kN.m\m'

.7

6.96 25.,000

mm

0.82

5d1.10\'

94

0)&@)

10

mm

5.856 kN.m\m' 0.819

5.856 25.,000

5.856

.1

0.819.360.70

5d1.10\'

83


p ro h b i e d

anelled geN!!..

ea s.

~---------------------~t1.50~------------------~:~

t.

'-1-

3 . 5 ! 'a - -


1--

p ro h b i e d

3 .5 ! '

_.

Panelle PageN! ..

ea s.

DimenrionB

,_

Take

10.5 16

Get th

( w a ,v .

SEa,b. (W.,)

th

Loa,d,s

(L.L.)+

1.4(ts ~c F.C.)+1.6

1.4[

t-

.ZSc]

f~

~L

.4(0. to

14.0

1.50)+ I.6(

[2.,2+ 2.10.5] 12.10.5

kN\rd

Ca,ZouZa,te

Ls

using (1.0) (1.0)

..-

GrfUlho

'.'42

.0 0.5

.5

·-'

(1.142) (1.142)

(1.142)

B1

Direction.

85.28 kN\m

=w.a.a

35.28 kN\rn'

....

; f 0.5--._.1

185.22kN si

.2 kN.r

90

kN.m, C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

~~

p ro h b i e d

Panelled geN!!..

ea s.

700-50

700rnrn C.L.-C.L.

4.

4000

16

1850

K.f..+

1.

10

'T

412.0.10

b-25

(0.24) (0.70)

,._=

4.0

As

rs

Sh

0.826

2178 'Yn'Yn 250-25

Ha

.. J=

6.81

25.'860

St ru

650rnrn

6;;22

rs

·~~·Jr

21 __

r.

.f25

'JT.50

0.979 N\'ffl'ffl

2.86

25

N\'ffl'ffl

4.775 .185.22 5.25

4.775.,85.22 5.25

185.22kN

168.46

~I

t.081 N\'ffl'ffl

68. 6.

I.

8-

76

76

5.25

q c u = nAs(Fv\lSs) .0

.9

Take.

rrvm.

t53.6

(50.3)

1000

10


6.60

p ro h b i e d

Panelled geN!!..

ea s.

Direction. B.1 kN\m

Wa,v.*

.5

14.0

BR=

0.37

1B.13 kN\m

1.....---.-.1

,-

3.50

B.13

.3

.6

10B.7B kN

N.'m

700'm'm

'm'm

C.L.-C.L.

N.m

3.50

~""J

'm'm

3500

16ts+b .0

630=

000+ 50=

50'm'm

0.826

25 .'860

150B

282.6.10

'm••

fI

Sh

,._=

22

r.

(0.24)

f~;O

0.979 N\mm

(0.70)

f~;O

B.B6

5.525.,08.78= 6.0 100.,.,0

5.525 .,08.78=

N\mm

6.0

100. kN

100.1 kN

I.

0.B86 N\mm

.0

qcu


75

p ro h b i e d

Panelled geN!!..

ea s.

Beasns. (B (J

7¢B\m

----I

Bt

B2)

ii-

I- f-!:-- -_'---,

r-----------,

r---_!'-

l·-.~ 10.5

3112

3116

3116

3122 3122

Sec. (f-f)

700

250

B2

---..,

5¢B\m

-I\' 1-

-..!:--~--,

r---------------,

r-_!'--~----_, ..

1'-1

c-

_1_-

12.0 2112

3116

3116

2122

700

250 C o py ri gh t E n g . V a ss e E l- Le at h 2 0 09 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

p ro h b i e d

Panelled ge N!!.

ea s.

ro:ri

B3 Take

30

Take

W·)U.L.

Iarea span

,t

SoZ

on

00 m'

6.26

41.76 kN\'Tn'

.0 kN\'m' 2.626

0.5.10.5.5.25 10.5

127.86

(a.w.)bea.m 2.625

.0

41.76 kN\m

14.0

Sec. (j R-Sec. 65

127.85 kN.m

0.826

127.85.10

661.4

127.85.10 82 86

bd

.3 As

725.6 req.

uu Sec.

rnrrf ~~

=1.

.4

uu

.800.650

M.U.L.

L-Sec.

725.6)

860

=356.2

.r.S~1 72-5.6rnrrf

@Jj)

104.612 kN.m

C.L.-C.L.

6.100+300 .7

10

50

,04.6,2.,0

.6 7.

'Tn'Tn

667.

10

IB=667.6 'mml

'Tn'Tn

0.826

____.

54

As

725.6

mm

~3 2:.1.2

req.

.3.5

JJ~I

-70

2 : . 1 . 2 .800.650

356.2


p ro h b i e d

J703 'Tn'Tn Panelle

ea s. N!!.. 30

,1.0 --5.25~

U.

5.25('·5;'~

Iarea span

2.953 .5

(o.w·)lIea.m+ w B * L 12

ic

1.0+ 2.953

(Wa.1JJ

~~a. .0

ti

.8

N\r

Sec. (j s-se« 58.34

=233.36 kN.'ffl 288.86.10 .800

I,

.C

(2

260.

233.36.,0

.7 1.8

.6

rnrn

~r~ ,.,- 19

Sec.

T-Sec. C.L.-C.L.

5250

kN\rn'

U.L.

0.9 kN.rn

1000)

6250

16 10

19 10

30

,m

IB

.0

233.36

::i

...l

72

'Yn'Yn

720m,m,

1,90.9.,06 25.720

.8

.6


p ro h b i e d

Panelled geN!!.

ea s.

Example.

· O - ~ I----Il8.•.... -.-fI·'· -J 1 F /../ l & i I P / / / l , / , I & P / / / / " / , I I F / l I P / / / l , / , I , , ,

Pori"''''

'-

.SO....

---.B.01----'-----«8.0....___._,-.....,8.0i---' Se

(A-A

r------------, Void

B3 ....

Pori·,,'" '"

------

L_

.0

B2 Bt

l-f..

Data,. 25

N\m~

36

N\m~

._1._

F.e.

L.L.

I J _ . _ 0 ~ = : ~ : ~ ~ _ 8 _..... . 9O~: . ~ : = = _ 8 . _ 0 _ . . . . . . 1.50 kN\nl .0

kN\nl

Req. (j (I)

B"Btl,Ba

on

(8

on

ry be

gn be C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

p ro h b i e d

Panelled

ea s.

N!!.. 32

(j

~"

Void I~

II

L.J

L.J.


p ro h b i e d

Panelle PageN! ..

ea s.

on

ct ChooBe

La

L4

ry be

ThiemeBB 4 6 ·

68

mm

01

SZa,b.

=t20m.m.l s=t20rnrnl

tBO

____.Q.

(W

Ge

(Ws)

U.L.

.4 (0.12*

6+ 1.60)+

).

9.50 kN\m

.6 (2.0)

8.0

rI.O"1

Take

W.(bea.m)

8.0

-----+

.4

4.20 kN\

t.th

! ! ! ! ! ! ! ! ! ! !

-----+ -----+

(U.L.)

.

-----+ -----+ -----+ -----+ -----+ -----+ -----+ -----+

~rp~

30

=-;'l1?

9.60 kN\nf 9.50

287.5 kN

a,rea,

kN

8.50 "'eight

ILOa.ds C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

kN sz:

60.4

287.6

75.5 p ro h b i e d

Panelled geN!!.

~o

ea s.

ct

on

,ry

be ,m

e, 0.25 'm.,

Take

(wa,1)) F.e.)

1.4(t. 1.4 (0.12.25

1.6 (L.L.)

1.50)+ 1.6 (2.0

)+ t.

(t-t.)[..... I o [0.2

(0.6

12) [2.9.0+

.0.1 .0

11.85

ra,s o/

By

(1.0) (1 0) 9. (1.111)

l+r4

.0.3.0

kN\rn

Calcula,te

t=r'

10.0]

t.ttt 0.604

Bf

(1.111)

.0

B2 0.396

(1.111)

._


p ro h b i e d

OL----_..

lled

ams.

eN!!.. 35

Direction. 3.50 'W

.,

Wo,v.*

. , . . . . ~ ~~"/./.7/ .7j'/./7/. 1 i 7 / / / . / /

/'//: , < / / . / / . /Bt~/. IY.//~jf.; / / ..

.//f././~ .'~//f././.~'~/./f.;'/~ ~f.//f.; [{f.//f.;%~f.//f.; ~.(u~.(

.85

.5

~;e~

~~~

kN\rn

3.

B,

253.1

8.0-]

[-8.0

stn54 in 90

25.0

kN.rn

kN\m

I.

rnrn

Sec. (J) T-Sec.

B=

16

b=

E..+ 55

'T

C.L.-C.L.

16.1

0.826

rnrn

1.0.

*1 1V'25 *2050

204.

170'T 'T

36

10

____.

8.

____. 0.826

'Yrt'Yrt


p ro h b i e d

Panelled geN!!.

ea s.

.0

Direction.

3.50 rn. rn. 10.0

0.604

-

11),~

-

,v 1.-;

~11.B5

,~

'_3._Oj_,

46.6 kN

46.6 kN

14.8

26.0

26.0

*2.0*0.604~14.3kN\m'

.0

C . _ _ 3 _ . _ 0p l" "

0~

3 . " :1 _

B2~5:0*90~54 329.7

s~n54 S1.n

~i_~

266.7 kN.m

t8

b=250mm

Sec.

B=

i-se« C.L.-C.L.

=266.7 kN.m

.0

2000

12

mm

70 ,m

.0

f0 .970

50

0.B26

____.

=1630.7mm


p ro h b i e d

lled

ams.

eN!!.. 37

Direction.

3.

rn.

f.50m 0.396 '-3·o--

b,

'Wa,v.* 11.85

3.0

t4.07 kN\m'

0.397

"-3.0 ,-I

'Wa,v.* 11.85

0.396

8.0-. 01------",

~-~_7 B04.B

kN.rn

204.8

r-ss« C.L.-C.L.

rnrn

177.4 kN.m 8000 mm

8.0

16ts+b

120+250=2170mm

E...+ 30

BB.1l

Sl,n

b=

B=

BS.S1cN

~==~C======b=7=.0=6~

7.04 kN\m'

:5

Sec.

8.D--j

E'.

t4.07

1.

Bs

.-------tt

4.0

IB= 2t70rnrn

25

,'

177.4 ., V'25 .2170

0.826

----.

177.4.10 0

•


p ro h b i e d

ll ge N!!..

Ba)

B"B2 .,..

--.l..-l

, - - - - - - - - - - - , ,----~--'----,

~---------------------9.

----------------------

3(IJ ~:==~3~(lJtB====~'~JJ 4(IJtB

Sec. (1-1)

r--..!

..

-~l. 2(IJt2

~[[~=,:~'~~2~(lJtB~~~'~~lJ 3(IJtB ..~2(/Jt2

Sec. (2-2) 5fJ18 C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

p ro h b i e d

Panelled geN!!.

ea s.

Example. '-1"-3.0-"-'- -"-----l-li6.0.___---1

"'-1"- .0--'"1

s.s. aITJaITJ ITJaITJ aITJ S.S.

H.B.

S.S.

Data. 011,

N\rnrrf

N\rnnt

1.50

2.0

kN\rrf kN\rrf

Req. (J)

Bt Bt C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

p ro h b i e d

Panelled geN!!.

ea s.

-fu.

s.s.

J'.O

"'/. aITJ ITJaW!

ITJaITJ aITJ '1

W///AYV///J.

s.s.

s.s.

B.B.

~~

~!

s.s. Loads

La

8000

tJ16.0 ' m ' m ( _

Ls

80

76.

(Ws)

(0.14.

s.s.

m:mlt

mm

1.50)+

(2.0)

wa:y sla.b. r=O.87(3)=1.0 0.87

Bl

t4

m.m.1

10.2

kN\ni

IU=P=0.35I TnTn

Take: (Wrib)

[1.4 (tslS

U.L.

+1.4(b .(

U.L.

F.C.)+1.6(L.L.)]

.1.8.'Oc)

[1.4 (0.05.25

1.50)

.4

[4

(Weight

O n e B lo c ) ]

1.

(/ggo)]

+1.4(0.1.0.20.1.8.25)+1.4

~5.68 (kN\(f.O. O.5m·»

0.76

(7)

0.53 0.27

1.16

0.76(6) C o py ri gh t E n g . V a ss e E I -L e at hy 2 0 0 9 . A l c op y ri gh t r es er ve d . R ep ro du c o n o f h es e n o e s pa or as who or sa s tr ic t P r n ti n i s a l lo w e f o p e rs on a u s o n ly .

p ro h b i e d

lled geN!!.

ams.

0.35.10.2

B.6"/ 1t:N\m

0.35.10.2

B.6"/ 1t:N\m

Strip(/)

& : : : 71S' 0.5.'0.2 =6.'0

t.

1t:N\m

0.53.5.68 -B.O 1t:N\m

0.5.10.2 =6.'0

1t:N\m

2.'45/

---0.35.10.2

B.6"/ 1t:N\m

3.O~_.·

01------·

=6.'

1t:N\m

..._I

1?'C:_~

&:_71S' 0.5.10.2

0.2 B.6"/ 1t:N\m

0.3

0.27.5.625

'.6'

0.5.10.2

=6.'

1t:N\m

::::;;//0"

;;>~~


1t:N\m

p ro h b i e d

Panelled geN!!.

ea s.

RFT.

slabs. ....

I~

BITJBITJ ITJBITJ BITJ

I~

.....


L.."

p ro h b i e d

Panelle PageN! ..

ea s.

DimenrionB

Take

0.80rn.

tt~O

(w..,) (WCZ'll.UL

czrecz(s.s.)

<1t/)

.(,8.,2-7.6)

czrecz(H.B.)

P_Ued

B_

GreG

(7.6) +'.4 [ 0 2 6 ( 0 8 -0 . 4 )( .2 . 2 + . 2 . 8 )

13.12

( W a , ,, .

12.36 kN\

U.L.

By using

Ca,ZcuZo,te

r=

rnL rYtL

1.

13

1.

12

-~ t 2 j\

1. 83

(1. 83 1+r4

Gra,sholl

0.58

1+ (1. 83

0.42

1+r4

(,.083)

Bt

35.84 kN\m

".*a*

,-I

=12.36*(~0+~0)*O.58=36.B4 ,=

kN\m

3.

6.5*90=41.53

I t2.0.___--.1

~t:;;i kN

35.84

12.0

427.7

kN.m

645.1 kN.rn

41.58°


p ro h b i e d

Panelled geN!!.

ea s.

26]

I--e o.

Boornrn

J.Ii

C.L.-C.L. 6.140+250

.k.

1.

10

75

145 'm'm

10

0.B26

25.1450

b-25

1917 mnf 250-25

Ha gers

Sh (0.24)

qu

C]fjji[) rs

4.

(0.1--+

.2

As

(191_ 882mnf)

.f25

'/T.50

(ff_jJp

0.979 N\'Tn'Tn

2.86

N\'Tn'Tn

-..= 5.475 6. "T.

196.2

kN 96.2

'T

o.6!li

Take

qcu= nAs(Pv\lSs)

¢B~50.3

1000

rnrn

S~ 50 rnrn

50 ru

l·~~·Jr

r.

(0.70)

No of

1450mml

mm

12

427.7.10

St rr

1090

1000


p ro h b i e d

Panelled geN!!.

ea s.

Di:rection.

23.36 kN\m

wa,v.* 12.36

.5

0.42

28.86 kN\rn'

._

,---tt

0""'""---"

.0

si si

51.84kN 493.5

kN.m

34B.9 kN.rn ~~

800'Tn'Tn

Ir-eeo.

~.J.IJ

C.L.-C.L.

iJ

.5

500 rnrn

_£

1550'Tn'Tn

10

73

348.9.10

348.9.10

82

Sh (0.24)

q'f,.".= r.

(0.70)

73

1607 7rJ1;1B

r.

¥t~:o t~:o

5.985.,5,.84

6.50

,39.8.,0

O.979N\mm

151.84 kN

5.985.,5,.84

6.50

t39.B kN 0.'1

'0.616

N\m

6.50


p ro h b i e d

ll geN!!.

139.8kN

07- (Slabs) (4) Panelled Beams.

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