Project
Spreadsheets to Eurocode 2
Client
Advisory Group
Location
NG NEER & Partners Ma Made by
32nd floor - corner panel
F to G ! to 2
"M#
DIMENSIONS
MATERIALS
short span, lx long span, ly
m
9.00
fck fyk
m
9.01
h
mm
200
$op $op co%er
mm
25
'tm co%er
mm
25
MPa
30
γ c =
1.50
MPa
500
γ s =
1.15
*+ge 1
*xtra +ea+ kNm) 1.50 mpose+, k kNm) 5.00
VALID DESIGN DES IGN
G Edge 1
1
"Normal #eigh
4 e g d E
- ontino
*+ge 2
D - Discontinos
+ge 3
D
+ge
I - 1.25 IJ - 1.50
otal Dea+, gk kNm) /.50
"6%
F
EDGE CONDITIONS
(elf #eight kNm) 5.00
!3$ ob (o
-
STATUS
Density kNm! 25 &k mm 0.3 Hc,+e% mm 10
LOADING c"aracteri#tic
"evision
chg
5 2$$3-2$$& *,,
Page
$%-Feb-2$!&
,h ,heced
2-#A' SPA(()(G )(S)*+ ,(,"E*E S.A/S to E( !002-!2$$1 and standard tables riginated fro9 *,,0147ls v14$
Date
9 0 8 7 .
2 e g d E
.y 8 04$! 9
2
esign loa+, n kNm) 15./2
PLAN EDGE 3
EDGE 4
ontinos
ree
ontinos
Reference
0.036
0.000
0.036
Table 3.14
50.0
/.
0.0
/.
156.0
1/9.0
156.0
160.0
156.0
0.206
0.206
0.206
0.206
0.206
0.206
0.0
0.06
0.05
0.0/3
0.000
0.0/3
1/0./
19.2
159.
16.
1/1.5
16.
s re mm)m
53
53/
620
622
0
622
s min mm)m s +e:ection mm)m
255
23/
255
23/
25/
23/
1
;
;
;
;
;
MAIN STEEL 4s
M kNmm +
mm
k7 k 8
<
mm
SHORT
LO N G
EDGE 1
EDGE 2
SPAN
SPAN !
ontinos
0.030
0.02
0.00
36.5
3.
1/9.0
Edge 3
mm
=ayer >
mm
s pro% mm)m - ?
12
12
12
12
10
12
'1
'2
$ 1
$ 2
$1
$2
125
200
150
150
300
150
905
5/5
65
65
2/2
65
5.5 (4)
Fig 3.5
9.2.1.1(1)
0.535
0.3/0
0./
0.0
0.15
0.0
mm
00
00
00
00
00
00
x - mm σc - MPa σs MPa
/1.9
9.1
56.6
55.1
36.1
55.1
/.02
6.1
.5
.9
0.00
.9
32/.3
32/.
0.0
32/.
( max
EC2
Table 7. 3
DEFLECTION
0.31
322.1 ρ0 - 0.5
Perm =+ - 5.3
ctal =+ - 53.25
ρ -
205.9
TORSION STEEL
'ae ratio - /./5
10
mm
s re s pro% $ ++itional s $ re
;
)9posed
(=9
>s
(=9
;
'
03 5000 0
mm)m mm)
SUPPORT REACTIONS "kNm char noK
Dead
(E EDGE D)S,(*)(++S
'
mm)m
En 7.1!
Asx enhanced 63.8% for deection control
/*: EDGES D)S,(*)(++S
<
Mo+ factor - 1.1/6
255 5000 0
2/2 0
65 0
EDGE 1
EDGE 2
EDGE 3
EDGE 4
1" F#G
G" 2#1
2" F#G
F" 2#1
0.3/
0.3/0
0.2/
0.3/0
21.5/
21.0/
1.36
21.0/
1/.5 51.
1/.20 50./
11.05 3.5
1/.20 50./
Bottom steel not curtailed in edge strips at free edges
(m 4%x 4%x - 0./1 0./1
Over central ¾ of s upporting beams
(m 4%y 4%y - 0.620 0.620
OUT PUT$SUMMAR PUT$SUMMAR% % SHORT
LO N G
EDGE 1
EDGE 2
EDGE 3
EDGE 4
P">)DE
SPAN
SPAN
1" F#G
G" 2#1
2" F#G
F" 2#1
MN ($**=
T12 12' (1
T12 2)) (2
T12 1') T1
T12 1') T2
T1) 3)) T1
T12 1') T2
DD$@N=
CORNER 1
CORNER 2
CORNER 3
CORNER 4
$@A(@N ($**=
F1
G1
G2
F2
B +irection
placed in edge strips strips
C +irection CHEC*S =x E =y OK
'A <
(N=C
MN
MB
F @G*A
A*N@A*D
(PN
(PN
OK
OK
OK
OK
GLO(AL D*=*$@N OK
7.2 (3) 7.4.2 (2)
STATUS VALID DESIGN
Project
Spreadsheets to Eurocode 2
Location
32nd floor - corner panel F to G ! to 2 2-#A' SPA(()(G )(S)*+ ,(,"E*E S.A/S to E( !002-!2$$1 and standard tables riginated fro9 *,,0147ls v14$
$a%e b& R$' + ate
5 2$$3-2$$& *,,
ob o R!* *,Feb,17
APPRO+IMATE ,EIGHT -. REINFORCEMENT SUPPORT ,IDTH
AD=N*
1
G
2
F
"mmK
&D$L
300
300
300
300
S/a0ng
N-
Lengt
Un0t t
,e0gt
TOP STEEL
T!/e
D0a
cross gri+ 1 cross gri+ cross gri+ 2
$ $ $
12 12 10
> > >
150 150 300
59 5 30
2250 2265 2025
0. 0. 0./16
116.9 116.1 36.5
cross gri+
$
12
>
150
5
2265
0.
116.1
long gri+ 1 long gri+
$ $
10 10
> >
300 300
6
5550 /000
0./16 0./16
2.0 29./
long gri+ 2 long gri+
$ $
10 10
> >
300 300
/
5550 /000
0./16 0./16
20.5 29./
$orsion ars
$
10
0
0
0./16
0.0
(OTTOM STEEL (hort span mi++le e+ges =ong span mi++le e+ges
$ $ $ $
12 12 12 12
55 1/ 3 10
600 9265 6365 9325
0. 0. 0. 0.
3/1.3 131. 222./ 2.
> > > >
125 125 200 200
SUMMAR% "einforce9ent density "kgm!K
&%43
*otal reinforce9ent in bay "kgK
!202
National Annex values EC2 Re.
5a6e
$ale 2.2
Fnt0-n Cc
$ale 2.2
Cs
1.15
steel
3.1./ "1KP
cc
0.5
strength factor
3.1./ "1KP
ct
1.00
strength factor
$ale 6.N
Ma7 3!$=s
1.5
.!
$ale 6.N
Characteris
9.3.1.1 "3K
S0a slabs MA)(
00
-
-8-
3
9.3.1.1 "3K
S0a slabs D)S*
50
-
-8-
3.5
*N 1990
CGsup
1.35
*N 1990
C
1.5
*N 1990
Allo? 64!$a @ b
Ces
*N 1990
B
0.925
uasi- erm
concrete
limit to modi"cation factor
haracteristic loa+ comination UD UD UD UD
7)
71
72
D#elling
0.6
0.5
0.3
@Oce
0.6
0.5
0.3
ro#+s
0.6
0.6
0./
(hopping
0.6
0.6
0./
T-LE -1.1 E199/
max slab spacing or x h
PL PL
max slab spacing or x h
PL PL
dead load factor
250
(torage
1
0.9
0.
2
$raOcF-30kN
0.6
0.6
0./
00 $raOc, 30 to 1/0kN 3
0.6
0.5
0.3
Aoofs
0
0
0
(no#
0.5
0.2
0
imposed load factor loading e#uations '( modi"cation factor
T-LE 7.4
0
0
1
2
.3
3
.!
.$
5
.&
L-ad0ng e8at0-n se6et0-n CODE
U*
1.5
1.5
k Jasiperma
R0 - 0.6
/.50
1.15
1.15
1
0.5
/.10a
1.025
a
/.10
15./16
Dea+
1.2
0.
0.
hecks
0
mpose+
1.5
a
1.25
1
'( *N 1990 "/.10K
0./
0.
0./
Q
0.001
0.
0.001
Q
0.5
0.3
0.
Q
0. 1.25
0. 0
1
0./
1
0.6
1.3
0. 0.1
haracteristic
0./
1
haracteristic
Q
1.3
1.5
Q
1.5
1.2
0.1
1.2
0.035 2.5
1 0. 00 3 50 3.5 1.35 1 1.5 Ces 0.5
Jasipermanent 0
0.035 1
5.00
1
2.5
1 250 2 00 3
1 00 3 50 3.5 1.35 1 1.5 Ces 0.925
250 2 00 3
(=(
Disclaimer All advice or inor!ation ro! M"A-T#e Concrete Centre is intended or t#ose $#o $ill eval%ate t#e si&niicance and li!itations o its contents and ta'e responsi(ilit) or its %se and application. No lia(ilit) *incl%din& t#at or ne&li&ence+ or an) loss res%ltin& ro! s%c# advice or inor!ation is accepted () M"A-T#e Concrete Centre or its s%(contractors, s%ppliers or advisors. Users s#o%ld note t#at all M"A-T#e Concrete Centre sot$are and p%(lications are s%(ect to revision ro! ti!e to ti!e and t#e) s#o%ld t#ereore ens%re t#at t#e) are in possession o t#e latest version. T#is spreads#eet s#o%ld (e %sed in co!pliance $it# t#e acco!pan)in& p%(lication User /%ide C preads#eets v4 availa(le ro! T#e Concrete Centre $$$.concretecentre.co!3rcdesi&n Tel 44 *0+1275 505600
Status of spreadsheet Public release version
This spreadsheet is shareware but may not be used f or commercial purposes until the user has registered with The Concrete Centre using the licence validation form available on The Concrete Centre website www.concretecentre.com/rcdesign
Revision history TCC94 Two-way Slabs (Tables
Date
Version
Action
29-Mar-10
TCC94 v4.0
Updated to revised UK National Annex
Size *'+ 420
2-Nov-07
TCC94 v1.0
First release
409
