RCC33 Flat Slabs (A & D).xls

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	S	T
1	4.1											OPERATING INSTRUCTIONS					B	10
2		Project	Spreadsheets to BS 8110						The Concrete Centre			ENTER DATA IN BLUE CELLS ONLY.		4	Supports	even	B	12
3		Client	Advisory Group						Made by	Date	Page	RED MESSAGES INDICATE ENTRY ERRORS. DO NOT PASTE		Right of support				16
4		Location	ECBP Typical Floor		from grids	A	to	D	rmw	17-thg 8-26	66	ALWAYS ADJUST REDISTRIBUTION - see ACTIONS!D26:J26.		outside support				20
5			FLAT SLAB ANALYSIS & DESIGN to BS 8110:2005						Checked	Revision	Job No	TO ADJUST REBAR f'S USE COMBI BOX ¯ & ACTIONS!D27:J27		& 4				25
6				Originated from RCC33.xls	v4.1 on CD © 2006 TCC				chg	-	R68	Preferred MAX BAR DIAM.						32
7												�						20	20
8		MATERIALS	fcu	35	N/mm²	h agg	20	mm	COVERS	mm	TO LAYER	�		Single reinforcement failure -
9			fyl	500	N/mm²	gs	1,15	steel	Top cover	25	1	�		0
10			fyv	500	N/mm²	gc	1,50	concrete	Btm cover	25	1	�		0
11			steel class	B								�		0
12		SPANS	L (m)		GEOMETRY				PERIMETER LOADS characteristic			�		0
13		SPAN 1	7,500		Bay type	EDGE			8,85	kN/m outside supports 1 & 4		BAY TYPE See 'LEGEND' sheet		0
14		SPAN 2	7,500		Slab depth, h	250	mm	2,47	10,00	kN/m along bay edge		�		0
15		SPAN 3	7,500		Edge Panel width, b	3750	mm		LOADING PATTERN			�		0	�
16		SPAN 4			Edge distance	300	mm to C/L			min	max	�	INTERNAL
17		SPAN 5			End distance	125	from supt 1		DEAD	1,0	1,4	�	EDGE
18		SPAN 6			End distance	125	from supt 4		IMPOSED	0	1,6	�		0
19			.									�
20		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.
21	1	Support 1	3,750	400	400	F	3,75	400	400	F		End conditions are F(ixed) or P(inned) in columns F & J.	End	1	0
22	2	Support 2	3,750	400	400	F	3,75	400	400	F		�	Int	1	0
23	3	Support 3	3,750	400	400	F	3,75	400	400	F		�	Int	1	0
24	4	Support 4	3,750	250	400	F	3,75	250	400	F		�	End	1	0
25	5	Support 5										�	0	0	0
26	6	Support 6										�	0	0	0
27	7	Support 7										�	0	0
28												�
29		LOADING	UDLs (kN/m²) PLs (kN/m) Position (m)									�
30			Dead	Imposed	Position	Loaded		Dead	Imposed	Position	Loaded	�
31		Span 1	Load	Load	from left	Length	Span 4	Load	Load	from left	Length	�
32		UDL	7,50	3,50	~~~~~	~~~~~	UDL			~~~~~	~~~~~	�	0,000
33		PL 1				~~~~~	PL 1				~~~~~	�	0,000
34		PL 2				~~~~~	PL 2				~~~~~	�	0,000
35		Part UDL					Part UDL					�	0,000
36		Span 2					Span 5					�	0,000
37		UDL	7,50	3,50	~~~~~	~~~~~	UDL			~~~~~	~~~~~	�	0,000
38		PL 1				~~~~~	PL 1				~~~~~	�
39		PL 2				~~~~~	PL 2				~~~~~	�
40		Part UDL					Part UDL					�
41		Span 3					Span 6
42		UDL	7,50	3,50		~~~~~	UDL			~~~~~	~~~~~	�
43		PL 1				~~~~~	PL 1				~~~~~	�
44		PL 2				~~~~~	PL 2				~~~~~	�
45		Part UDL					Part UDL					�
46
47		LOADING DIAGRAM
48
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50												REINFORCEMENT DENSITY
51												59,1 kg/m³
52												IN THIS DIRECTION
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54		A								D
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