TCC63 Core Wall Design
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Transcript of TCC63 Core Wall Design
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Project Spreadsheets to EC2 The Concrete Centre
Client Advisory Group Made by Date Page
Location Cores at level 1 DISTRIBTI!" !# M!ME"TS r$% &'(#eb(2&1' 2&1
S)EAR *A++ +!AD DISTRIBTI!" to BS E" 1,,2(1- 2&&. Che/0ed Revisio ob "o
3ersio .4& o CD 5 2&&6 ( 2&1' TCC /hg ( #B'27
BUILDING DIMENSIONS
35.25
22.1
CORE LOCATIONS
2
2.5
5.25
18.2
25.34
3.75
29.85
17.28
Core 1 Core 2 Core 3 Core 4
overall, B & D 2400 3600 3600 1800 3600 1800 2400 3600
opening 1, a1 & b1 200 250 300 250 250 300 0
opening 2, a2 & b2 1300 250 250 850 300 1400
opening 3, a3 & b3 2500 250 250 2750
opening 1, c1 & d1 1900 900 3000 1550 600 1350 1000 3000
opening 2, c2 & d2 2150 1000 1900 1550 1000 3000
opening 3, c3 & d3 1900 900 600 1300
CORE PROPERTIES
X bar mm 111247 19&&4& 191,46 12&&4&
Y bar mm 19&&4& 121:4' :&&46 19&&4&
Ixx .46,9 &47'1 &49&6 .4961
Iyy 24266 64711 6479& &4:&:
8
DISTRIBUTION OF LATERAL MOMENTS
or!ional eccentricitie! (27,47 mm
.&947 mm
Proportion! o" lateral #
Core 1 Core 2 Core 3 Core $
% # "ro' !ti""ne!! .1472; 746&; :479; .74'&;
% # "ro' tor!ion &49:; &4&9; (&41&; (&497;
% total .246,; 7469; :4.9; ..4:7;() # "ro' !ti""ne!! 2242'; 674&&; 674',; :4&7;
() # "ro' tor!ion (1411; 246.; (14',; &4.:;
() total 21417; 6:46.; 6.4&&; :472;
!rigiated
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Project Spreadsheets to EC2 The Concrete Centre
Client Advisory Group Made by Date Page
Location Cores at level 1 C!RE STRESS DISTRIBTI!" r$% &'(#eb(2&1' 2&2
S)EAR *A++ +!AD DISTRIBTI!" to BS E" 1,,2(1- 2&&. Che/0ed Revisio ob "o
!rigiated
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Coordinates (sed in dia"ramsLOCAL CORE PLANS
Core 1 & 6'&& = s/alig
& 2.&& y s/alig
= & & 2.&& 2.&& & 27& 27& 217&
y & 6'&& 6'&& & & 2&& 11&& 11&&
Core ' & 19&& = s/alig
& 6'&& y s/alig
= & & 6'&& 6'&& & 6&& 6&& 66&&
y & 19&& 19&& & & & 177& 177&
Core ( & 19&& = s/alig
& 6'&& y s/alig
= & & 6'&& 6'&& & 27& 27& 97&
y & 19&& 19&& & & 27& 1'&& 1'&&
Core ) & 6'&& = s/alig
& 2.&& y s/alig
= & & 2.&& 2.&& & & & 1&&&
y & 6'&& 6'&& & & 6&& 66&& 66&&
NS GRIDS
= 11124.' 11124.' 19&& 19&& 191,429 191,429
y & 6'&& & 19&& & 19&&E* GRIDS
= & 2.&& & 6'&& & 6'&&
y 19&& 19&& 121:4'2 121:4'2 :&&4621 :&&4621
GLOBAL PLAN
& 221&& = s/alig
& 6727& y s/alig
= & & 6727& 6727& &
y & 221&& 221&& & &Core 1 2&&& 2&&& ..&& ..&& 2&&& 227& 227& .17&
27&& '1&& '1&& 27&& 27&& 2:&& 6'&& 6'&&
Core ' 727& 727& 997& 997& 727& 777& 777& 977&
192&& 2&&&& 2&&&& 192&& 192&& 192&& 1,:7& 1,:7&
Core ( 276.& 276.& 29,.& 29,.& 276.& 277,& 277,& 2'1,&
6:7& 777& 777& 6:7& 6:7& .&&& 767& 767&
Core ) 2,97& 2,97& 6227& 6227& 2,97& 2,97& 2,97& 6&97&
1:2&& 2&9&& 2&9&& 1:2&& 1:2&& 1:7&& 2&7&& 2&7&&
NS GRIDS
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= 61124.' 61124.' :&7& :&7& 2:17, 2:17,
y 17&& :1&& 1:2&& 21&&& 2:7& '77&
E* GRIDS
= 1&&& 7.&& .27& ,97& 2.6.& 2,,.&
y .6&& .6&& 1,1&& 1,1&& .'7& .'7&
S$EAR CENTRE
= 1:997 1:997 17697 2&697
y 91.14.9 161.1 1&'.1 1&'.1
SELETED CORE
& (+,, = s/alig
& '),, y s/alig
= , , '),, '),, , '-, '-, '1-,
y , (+,, (+,, , , ',, 11,, 11,,VERTICAL LOADS
111'.- 111'.-
, (+,, /--).- )1-).- , )1-).-
, '),, /-10.1 '-).- , '-).-
10,, 10,,
STRESSES LEFT !caling "actor1&&
Co$p , /-10.1 /)0+.0 /)--.+ /)').) /((.' /(+1. /((,.2
Tes , (+2.(+ ((+.1( (,).1 '2(.+0 ')'.)- '11.'( 10,y , , 10, (+, -), 2', ,, 1,0,
STRESSES RIG$T
Co$p '),, '-).- ''(.( '0'.1 '0+,.0 '0'.+ '20.) '2+2.'
Tes '),, ','+.' ',-2.) ',00.+ '11. '1-1.1 '10'.( ''1(.+
STRESSES TOP
Co$p (+,, )110.1 )1,+.1 ),).' ),0'.( ),2,.( ),-0.) ),)+.-
Tes (+,, ('('.+ (')+.1 ('-.- ('2'. ('0+.) ('.0 ((1(.'
= , , 1', '), (+, )0, +,, 2',
STRESSES BTM
Co$p , /-10.1 /-,+.1 /)).' /)0'.( /)2,.( /)-0.) /))+.-
Tes , (+2.(+ (-(.( (),.- ('2.,2 (1(.+( (,,.' '0+.22
C$EC% LOCATIONS
1'- 1'- '), '1+, ''2- '1+, 1+0, 1+0,
(+, ('), (-,, (-,, ('), 1,, '),, (-,,
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217& 27& 27& 27& 2.&& 2.&& 27& 27&
2&& 2&& 16&& 26&& 26&& 16&& 16&& 27&&
66&& 6&& & & & & & &
& & & & & & & &
97& 27& 97& 97& 2:7& 2:7& 97& 2:7&
27& 27& 27& 19&& 19&& 27& 27& 27&
1&&& & 1.&& 1.&& 2.&& 2.&& 1.&& &
6&& 6&& 6&& 66&& 66&& 6&& 6&& &
12&& 12&&
& 6'&&
& 2.&&
19&& 19&&
.17& 227& 227& 227& ..&& ..&& 227& 227&
2:&& 2:&& 69&& .9&& .9&& 69&& 69&& 7&&&
977& 777& 727& 727& 727& 727& 727& 727&
192&& 192&& 192&& 192&& 192&& 192&& 192&& 192&&
2'1,& 277,& 2'1,& 2'1,& 29&,& 29&,& 2'1,& 29&,&
.&&& .&&& .&&& 777& 777& .&&& .&&& .&&&
6&97& 2,97& 6127& 6127& 6227& 6227& 6127& 2,97&
1:7&& 1:7&& 1:7&& 2&7&& 2&7&& 1:7&& 1:7&& 1:2&&
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61&7& 61&7& 1:'27 1:'27
1'2&& 219&& & 221&&
2997& 6627& & 6727&
1,&&& 1,&&& 11&7& 11&7&
'1-, '-, '-, '-, '),, '),, '-, '-,
',, ',, 1(,, '(,, '(,, 1(,, 1(,, '-,,
/'.- /'+0.' /'(2 /',-.0 /'(2 /'+0.' /'.- /((,.2 /(+1. /((.'
1)0.22 112.-- 0+.(1 --.,' 0+.(1 112.-- 1)0.22 10, '11.'( ')'.)-1'+, 1)), 1+', 10,, 10, '1+, '(), '-', '2,, '00,
'2(-. '2,).2 '+2(.- '+)'.' '+2(.- '2,).2 '2(-. '2+2.' '20.) '0'.+
'')).0 ''2+ '(,2.' '((0.- '(,2.' ''2+ '')).0 ''1(.+ '10'.( '1-1.1
),().- ),''.+ ),1,.2 ),12.- ),(1.' ),)). ),-0.+ ),2'.( ),0+ ),.2
(('+.2 ((),.1 ((-(.- (()0.( (((+ (('(.0 ((11.+ ('.) ('02.' ('2-
0), +, 1,0, 1',, 1(', 1)), 1-+, 1+0, 10,, 1',
/)().- /)''.+ /)1,.2 /)12.- /)(1.' /))). /)-0.+ /)2'.( /)0+ /).2
'2(.() '-.1 ')+.)0 '-1.2- '+(.- '2+.1+ '00.(2 (,,.-2 (1'.20 (').0
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27& 217& 217& 27&
6.&& 6.&& 27&& 27&&
& & & &
& & & &
2:7& 667& 667& 2:7&
177& 177& 27& 27&
& & & &
& & & &
227& .17& .17& 227&
7,&& 7,&& 7&&& 7&&&
727& 727& 727& 727&
192&& 192&& 192&& 192&&
29&,& 29',& 29',& 29&,&
76&& 76&& .&&& .&&&
2,97& 2,97& 2,97& 2,97&
1:2&& 1:2&& 1:2&& 1:2&&
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'-, '1-, '1-, '-,
(),, (),, '-,, '-,,
/)').) /)--.+ /)0+.0 /-10.1 ,
'2(.+0 (,).1 ((+.1( (+2.(+(,+, ('), ()', (+,, (+,,
'0+,.0 '0'.1 ''(.( '-).- '),,
'11. ',00.+ ',-2.) ','+.'
)11(.) )1'2.1 )1),.0 )1-).- (+,,
('+'.0 ('-,.+ ('(0.) (''+.'
',), '1+, ''0, '),, '),,
/-1(.) /-'2.1 /-),.0 /--).- ,
((2.1 ().) (+1.+ (2(.01
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)ational Annex #al(esEC' Ref F3nct4on Val3e
!a"#e 2.2 1.5 concrete
!a"#e 2.2 1.15 steel
3.1.6 (1)P 0.85 strength factor - %exure
9.6.2 (1) 0.002 min vertical steel
9.6.2 (1) 0.04 max vertical steel
9.6.3 (1) 0.001 min hori&ontal steel
9.6.3 (1) 25$ min hori&ontal steel
%N 1990 1.35 dead load factor
%N 1990 1 dead load factor
%N 1990 1.5 imposed load factor
%N 1990 0.925 '( modi)cation factor
/
s
//
Asv$i
Asv$a=
Ash$i
Ash$i
Gsup
Gi
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9BL( 911 (%155
*&+d 0.7 0.7 0.6
-+e##ing 0.7 0.5 0.3
'e 0.7 0.5 0.3
/ 0 0 0
hing 0.7 0.7 0.6
n+ 0.5 0.2 0
t&age 1 0.9 0.8
&a', 30 t 160k 0.7 0.5 0.3
!&a'30kN 0.7 0.7 0.6
Wind 0.5 0.2 0
5, 51 5'
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Disclaimer
Status of spreadsheet
Public release version
Date Version Action
25-Mar-10 TCC63 v 4.0 Updated to revised UK National Annex
8-!n-0" TCC63 v#2 Corre$tion to distri%!tion o& lateral loads &ro' (lo%al torsion.
20-)e$-0* TCC63 v#1 +irst %eta release.
All advi$e or in&or'ation &ro' M,A-Te Con$rete Centre is intended &or tose o ill eval!ate te si(ni&i$an$e anits $ontents and ta/e responsi%ilit &or its !se and appli$ation. No lia%ilit in$l!din( tat &or ne(li(en$e &or an loss
s!$ advi$e or in&or'ation is a$$epted % M,A-Te Con$rete Centre or its s!%$ontra$tors s!ppliers or advisors.note tat all M,A-Te Con$rete Centre so&tare and p!%li$ations are s!%e$t to revision &ro' ti'e to ti'e antere&ore ens!re tat te are in possession o& te latest version.
Tis spreadseet so!ld %e !sed in $o'plian$e it te a$$o'panin( p!%li$ation User !ide 7C preadseet&ro' Te Con$rete Centre .$on$rete$entre.$o':r$desi(n Tel ;44 012*6 606800
This spreadsheet is shareware but may not be used for commercial purpouser has registered with The Concrete Centre using the licence validation f
on The Concrete Centre website www.concretecentre.com/rcdesi
Revision history TCC63 Core Wall Design
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688
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