TCC43 Wide Beams (A & D)_theengineeringcommunity.org.xls

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W
1	4.0													TRUE	1					Useage			3
2		Project	Spreadsheets to EC2						The Concrete Centre					5	Supports		1,25			Crowds		C	Office
3		Client	Advisory Group						Made by	Date	Page									Dwelling		A
4		Location	Worked Examples: Main beam Grids C to J						rmw	7-août-26	266									Office		B
5				WIDE BEAM ANALYSIS & DESIGN to EN 1992-1 : 2004					Checked	Revision	Job No									Roof		H
6				Originated from TCC43.xls	v4.0 on CD © 2003-26 TCC				chg	-	FB625									Shopping		D
7																				Storage		E
8		MATERIALS		.		Errors on 'MAIN'				COVERS (to links)			USAGE			'MAIN'	0	'SPANS'		Vehicle > 30kN		G
9		fck	35	N/mm²	dg (mm)	20	Wk (mm)Top	0,4	Top cover	27	mm	√				0	0	0		Vehicle ≤ 30kN		F
10		fyk	400	N/mm²	gs	1,15	Wk (mm)Btm	0,3	Btm cover	27	mm	Check fyk				1	0	1				B
11		fywk	400	N/mm²	gc	1,50	Δc,dev	10	Side cover	27	mm	√				0	0	1
12		Steel class	A		Bay width	5000	mm					√				0	0	0
13		SPANS	L (m)	h (mm)	bw (mm)	hf (mm)	Type	beff (mm)	LOADING PATTERN			Type = T, L or R(ectangular)	beff max	L0		0	0	0		L0	Sup beff
14		SPAN 1	5,500	390	1200	125	T	2600		min	max	√	2632	3580		0	0	0	1	194	1277
15		SPAN 2	8,000	390	1200	125	T	2900	DEAD	1,25	1,25	√	2967	5036		0	0	CHECKS	2	3130	2452
16		SPAN 3	8,500	390	1200	125	T	3000	IMPOSED	0,00	1,50	√	3075	5578		0	'MAIN'		2	3130	2452
17		SPAN 4	4,000	390	1200	125	T	2700		BS EN 1990: (6.10b)		√	2760	4000		0			3	3129	2451
18		SPAN 5							REBAR LAYERING			√	0	0		0			3	3129	2451
19		SPAN 6								Support steel		√	0	0		0			4	1353	1741
20										in alt layer ?	N	√				0			4	1353	1741
21		SUPPORTS	ABOVE (m)	H (mm)	B (mm)	End Cond	BELOW (m)	H (mm)	B (mm)	End Cond		Can be K(nife), C(antilever) or E(ncastre) in column C				0			5	0	1200
22		Support 1	3,750	300	300	F	3,750	300	300	F		√		End	1	0			5	0	0
23		Support 2	3,750	300	300	F	3,750	300	300	F		√	Brittle	Int	1	0			6	0	0
24		Support 3	3,750	300	300	F	3,750	300	300	F		√	partitions?	Int	1	0			6	0	0
25		Support 4	3,750	300	300	F	3,750	300	300	F		√		Int	1	0			7	0	0
26		Support 5	3,750	300	300	F	3,750	300	300	F		√		0	1	0
27		Support 6										√		0	0	0
28		Support 7										√		0	0	0
29							Usage: Office With brittle partitions							0		0
30		LOADING DIAGRAM					Usage: Office With brittle partitions									0
31																0
32																0
33																0
34																0
35																0
36																0
37		LOADING	UDLs (kN/m²) PLs (kN) Position (m)					Office usage				√		0		0
38			Dead	Imposed	Position	Loaded		Dead	Imposed	Position	Loaded			0		0
39		Span 1	Load	Load	from left	Length	Span 4	Load	Load	from left	Length					0
40		UDL	63,0	30,0	~~~~~	~~~~~	UDL	63,0	30,0	~~~~~	~~~~~	√				0
41		PL 1				~~~~~	PL 1				~~~~~	√				0
42		PL 2				~~~~~	PL 2				~~~~~	√
43		Part UDL					Part UDL					√
44		Span 2					Span 5					√
45		UDL	63,0	30,0	~~~~~	~~~~~	UDL			~~~~~	~~~~~	√
46		PL 1	25,0	25,0	4,00	~~~~~	PL 1				~~~~~	√
47		PL 2				~~~~~	PL 2				~~~~~	√
48		Part UDL					Part UDL					√
49		Span 3					Span 6					√
50		UDL	63,0	30,0	~~~~~	~~~~~	UDL			~~~~~	~~~~~	√
51		PL 1				~~~~~	PL 1				~~~~~	√
52		PL 2				~~~~~	PL 2				~~~~~	√
53		Part UDL					Part UDL					√
54
55		REACTIONS (kN)
56			SUPPORT	1	2	3	4	5	0	0
57			ALL SPANS LOADED	245,2	952,5	1078,4	889,1	117,4	0,0	0,0
58			MAX ULTIMATE	278,6	952,5	1078,4	889,1	169,4	0,0	0,0
59			Characteristic Dead	126,1	471,4	558,1	446,7	59,4	0,0	0,0
60			Max Imposed	80,8	232,9	273,5	211,3	63,5	0,0	0,0
61			Min Imposed	-22,3	75,8	131,2	44,4	-34,7	0,0	0,0
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
91
92
93
94
95
96
97
98
99
100