tcc63 core wall design

7/25/2019 TCC63 Core Wall Design

1/12

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


2/12

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


3/12

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


4/12

= 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,, '),, (-,,


5/12

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&&


6/12

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


7/12

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&&


8/12

'-, '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


9/12

)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


10/12

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'


11/12

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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