TCC63 Core Wall Design (www.theengineeringcommunity.org).xlsm

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	V	W	X	Y	Z	AA
1	4.0												@dropdown
2		Project	Spreadsheets to EC2						The Concrete Centre
3		Client	Advisory Group						Made by	Date		Page
4		Location	Cores at level 1			DISTRIBUTION OF MOMENTS			rmw	26-avr.-2026		201
5									Checked	Revision		Job No
6				Originated from TCC63.xls	Version 4.0 on CD © 2003 - 2026 TCC				chg	-		FB625
7
8		BUILDING DIMENSIONS
9		Length, L (m) =	25
10		Width, W (m) =	12
11
12		CORE LOCATIONS
13		x1 (m) =	5
14		y1 (m) =	10
15		x2 (m) =	5,25
16		y2 (m) =	10,2
17		x3 (m) =	15,34
18		y3 (m) =	5
19		x4 (m) =	14
20		y4 (m) =	10,2
21					Core outside building envelope									CORE PROPERTIES
22		CORE DIMENSIONS (mm)												Core 1								Lookup table
23	0			Core 1		Core 2		Core 3		Core 4				Area	x	Ax	Ixx	y	Ay	Iyy		Area	xbar	Ixx	ybar	Iyy
24	0	overall,	B & D	2400	3600	3600	1800	3600	1800	2400	3600			8640000	1200	10368000000	9331200000000	1800	15552000000	4262242075778	1	3070000	1084,6	4,398	1800,0	2,211
25	0	opening 1,	a1 & b1	200	250		300	250	250	300	0			-1710000	1200	-2052000000	-2376900000000	650	-1111500000	-537193744164	2	1830000	1800,0	0,561	1217,6	3,511
26	0	opening 2,	a2 & b2	1300	250			250	850	300	1400			-2150000	1325	-2848750000	-179166666667	1800	-3870000000	-952441632780	3	1945000	1819,3	0,803	700,3	3,580
27		opening 3,	a3 & b3	2500	300			250	2750					-1710000	1250	-2137500000	-2376900000000	2950	-5044500000	-561200584555	4	2640000	1200,0	4,831	1800,0	0,707
28	0	opening 1,	c1 & d1	1900	900	3000	1550	600	1350	1000	3000			3070000	1084,6	3329750000	4,398	1800,0	5526000000	2,211		3070000	1084,6	4,398	1800,0	2,211
29	0	opening 2,	c2 & d2	2150	1000			1900	1550	1000	3000			Core 2
30	0	opening 3,	c3 & d3	1900	900			600	1300					Area	x	Ax	Ixx	y	Ay	Iyy
31	0													6480000	1800	11664000000	2403330515990	900	5832000000	6998400000000
32														-4650000	1800	-8370000000	-1841973856154	775	-3603750000	-3487500000000
33														0	0	0	0	0	0	0
34														0	0	0	0	0	0	0
35														1830000	1800,0	3294000000	0,561	1217,6	2228250000	3,511
36														Core 3
37		CORE PROPERTIES												Area	x	Ax	Ixx	y	Ay	Iyy
38		X bar	mm	1084,6		1800,0		1819,3		1200,0				6480000	1800	11664000000	2007967764223	900	5832000000	7000808786619
39		Y bar	mm	1800,0		1217,6		700,3		1800,0				-810000	550	-445500000	-163907956389	925	-749250000	-1329268514780
40		Ixx	m4	4,398		0,561		0,803		4,831				-2945000	1800	-5301000000	-900064351865	1025	-3018625000	-887048900709
41		Iyy	m4	2,211		3,511		3,580		0,707				-780000	3050	-2379000000	-140949823471	900	-702000000	-1204843545509
42						√								1945000	1819,3	3538500000	0,803	700,3	1362125000	3,580
43		DISTRIBUTION OF LATERAL MOMENTS												Core 4
44			Torsional eccentricities	ex =	1367,8	mm								Area	x	Ax	Ixx	y	Ay	Iyy
45				ey =	-3458,5	mm								8640000	1200	10368000000	9331200000000	1800	15552000000	4147200000000
46														-3000000	500	-1500000000	-2250000000000	1800	-5400000000	-1720000000000
47			Proportions of lateral M											-3000000	1900	-5700000000	-2250000000000	1800	-5400000000	-1720000000000
48				Core 1	Core 2	Core 3	Core 4							0	0	0	0	0	0	0
49			NS M from stiffness	41,52%	5,30%	7,58%	45,60%							2640000	1200,0	3168000000	4,831	1800,0	4752000000	0,707
50			NS M from torsion	-13,17%	-1,36%	2,87%	11,66%							Shear centre
51			NS total	28,34%	3,94%	10,45%	57,26%							y at	9458,532148	I of Iy	71481266,6
52			EW M from stiffness	22,09%	35,08%	35,76%	7,07%							x at	11132,23051	I of Ix	230526643
53			EW M from torsion	-25,05%	-27,88%	61,63%	-8,70%								∑Ix/∑I		∑Ix²
54			EW total	-2,96%	7,19%	97,40%	-1,63%
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