RCC94 v1-2 Two-way Slabs (Tables) 4x6.xls

 Project

Spreadsheets to BS 8110 & EC2

 Client

Advisory Group

 #ocation

$2nd %oor  corner panel

REINFORCED CONCRETE COUNCIL  Ma  Made y

' to G( 1 to 2

)M*

2*A, SPA--.-G .-S./ C-C)E/E S#ABS to BS 8110(13 4/ale $5167 ri"inated >ro= RCC94.xls v152 on C!

!ate

0$'e201+

Checed

)evision

ch"

R 2000 BCA >or )CC

Pa"e

1$0 9o -o



):8

VALID DESIGN short span; l< lon" span; ly

= =

6.00 9.60

h == 200  /op  /op cover == 2+ Bt= cover == 2+  #A!.-G characteristic Sel> ei"ht -?=@ 6580 E
 MA.- S/EE# Fs M -=?= d ==   H == As reD ==@?= As =in ==@?= As de%ection ==@?=

J == #ayer K == As prov ==@?=  L S =a< Suclause  !E'#EC/.>s Mod >actor

==

Per= #?d

Plan

E!GE C-!./.-S Ed"e 1 ! C  Continuou Ed"e 2 ! !  !iscontinuous d"e $ C

γ >  >   1560 γ >  >   15:0

d"e 6

  m    6   =   x    L Ly = 9.6 m

  e   "    d    E

#-G SPA-

E!GE 1 'ree

E!GE 2 'ree

E!GE $ Continuous

E!GE 6 'ree

050:: 6+5: 1:350 051+: 050:+ 1+$58 811 680 1016

05066 $051 1+$50 051+: 050+1 16$53 +36 680 313

05000 0 50 13050 051+: 05000 1:15+ 0 680 I

05000 0 50 1+650 051+: 05000 16:5$ 0 680 I

05088 :058 1:350 051+: 05083 1685 1118 680 I

05000 050 1+650 051+: 05000 16:5$ 0 680 I

1:

12

10

10

1:

10

B1

B2

 / 1

 / 2

/1

/2

13+

1+0

1+0

1+0

13+

1+0

116

3+6

+26

+26

116

+26

05:88 +13 4a7

056$ 631 4a7

05$08 +20 4a7

05$60 632 4a7

05:88 +13 4a7

05$60 632 4a7

18 156:8

21$

0

0

2 32

0

Actual #?d

10

==@

BS8110 )e>erence  /ale  / ale $516

$565656

 /ale  / ale $52+

L Clause $5125115253

EDn 8 EDn 3



$+5$

 As enhanced 25.0% for deection deection control

,

+26 102 116



,

680 +26 102 3+6

 /ale  / ale $510

-E -E E!GE E!GE !.SC !.SC-/ /.- .-S S

:0

==@?=

==@?=

  e   "    d    E

Edge 3

See Figure 3.8 and clauses 3.5.3.5-6

S)/ SPA-

==@?=

   2

2

!

/ / E!GE E!GES S !.SC !.SC-/. /.-  ==

Ed"e 1

   6

 /)S.- S/EE# As reD As prov / Additional As / reD As prov B

G

1

!ensity -?= 26 4-or=al ei"ht concrete7

$8513

J

'

γ c = 15+0 γ s = 151+

>cu -?==@ 2+ >y -?==@ 620

116 0 116

$5+5$5+

+26 0 3 +6

Bottom steel not curtailed in edge stris at free edges

 SPP)/ )EAC/.-S 4-?= char uno7 E!GE 1 Fv !ead

-?=

.=posed

-?=

Ns

-?=

Su= Fv< Fv<  0531 0531

!See Figure 3."0#

E!GE 2

E!GE $

 /ale  / ale $51+

Su= Fvy Fvy  05+80 05+80

E!GE 6

1; 'G

G; 21

2; 'G

'; 21

eDuations

05$88

0520

05+8$

0520

1 & 20

165:8

105:

22502

105:

1+51+ 6658

115$1 $$56

22532 :352

115$1 $$56

/P/?SMMA), /P/?SMMA),   P)N.!E

S)/ SPA-

#-G SPA-

E!GE 1 1; 'G

E!GE 2 G; 21

E!GE $ 2; 'G

E!GE 6 '; 21

MA.- S/EE#

)1: K 13+ B1

)12 K 1+0 B2

)10 K 1+0 /1

)10 K 1+0 /2

)1: K 13+ /1

)10 K 1+0 /2

A!!./.-A#  /)S.- S/EE#  direction

C)-E) 1 '1 2 )10 /

C)-E) 2 G1 2 )10 /

C)-E) $ G2

C)-E) 6 '2

 , direction

2 )10 /

2 )10 /

 laced in edge stris

Spreadsheets to BS 8110 & EC2 $2nd %oor  corner panel ' to G( 1 to 2

 Project  #ocation

2*A, SPA--.-G .-S./ C-C)E/E S#ABS to BS 8110(13 4/ale $5167 ri"inate d >ro= )CC65
Made y )M*

9o -o ):8

 !ate $'e1+

R 2000 BCA >or )CC

 APP).MA/E *E.G/ o> )E.-')CEME-/ SPP)/ *.!/

G).!#.-E

1

G

2

'

4==7

*.!/

$00

$00

$00

$00

Spacin"

-o

#en"th

nit t

*ei"ht

 /P S/EE#

 /ype

!ia

Across "rid 1 Across "rid G Across "rid 2

) ) )

10 10 1:

K K K

1+0 1+0 13+

:2 $8 +6

162+ 162+ 1+00

05:13 05:13 15+38

+65+ $$56 12358

Across "rid '

)

10

K

1+0

$8

162+

05:13

$$56

Alon" "rid 1 Alon" "rid G Alon" "rid 2 Alon" "rid '

) ) ) )

10 10 10 10

K K K K

1+0 1+0 1+0 1+0

3 3  3

803+ 613+ 803+ 613+

05:13 05:13 05:13 05:13

$658 1850 6658 1850

 /orsion ars

)

10

8

1200

05:13

+5

B//M S/EE# Short span  =iddle ed"es #on" span  =iddle ed"es

) ) ) )

1: 1: 12 12

62 12 $0 8

+$00 :23+ 88+0 +2+

15+38 15+38 05888 05888

$+15$ 11858 2$+53 :353

 SMMA), )ein>orce=ent density 4"?=7

94.0

K K K K

13+ 13+ 1+0 1+0

 /otal rein>orce=ent in ay 4"7

1144

Disclaimer All advice or in>or=ation >ro= the British Ce=ent Association and?or )ein>orced Council is intended >or those ho ill evaluate the si"nicance and li=itations o> it and tae responsiility >or its use and application5 -o liaility 4includin" that >or n >or any loss resultin" >ro= such advice or in>or=ation is accepted y the BCA; ) sucontractors; suppliers or advisors5 sers should note that all BCA so>t pulications are suject to revision >ro= ti=e to ti=e and should there>ore ensure are in possession o> the latest version5  /his spreadsheet should e used in co=pliance ith the acco=panyin" Sreadsheets for concrete design to BS 8""0 and $2&   availale >ro= Britis Association; /el>ord Avenue; Crothorne; Bershire )G6+ :,S5

Stats !" s#rea$s%eet Pulic release version5

Re&isi!' %ist!ry RCC94 T(!)(ay Sla*s +Ta*les,

!ate

Nersion

:Au"

CC6 v15

26Mar00 CC6 v15 8 9un00

CC6 v152

Action 'irst pulic release5 .ncludes β version co==ents MA.-('6: =oved to correct position; MA.-(!:6!:3 re>or=atted; continuity hatchin" added to dia"ra=5 MA.-(!$6 etc corrected to include As =in5

  Concrete s contents "li"ence7 C or their are and that they

ulication h Ce=ent

SiTe 4B7 1$: 1$+ 1$+