Solid Slab Design (www.theengineeringcommunity.org).xlsx

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF	AG	AH	AI	AJ	AK	AL	AM	AN	AO	AP
1	DESIGN OF SOLID SLAB
2	DESIGN OF SOLID SLAB
3	FCU	=	250	Kg/cm2
4	Fy	=	4200	Kg/cm2
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7	ID	Loads (t/m2)		Dimensions (m)			Continuity		Dist. Factors			Load Dist.			Moments (mt)		Design of Sections				Area of Steel (cm2/m)		Rebars
8	ID	L.L	F.C	L	LS	tS	L - Direction	LS - Direction	r	a	b	WS	Wa	Wb	Ma	Mb	C1a	C1b	Ja	Jb	ASa	ASb	LS - Direction			L - Direction			Ascal	11/3600bd	1.3Ascal	0.15/100bd				Ascal	11/3600bd	1.3Ascal	0.15/100bd
9	S-1	0,40	0,25	12,8	11,2	0,40	0,76	0,76	1,14	0,42	0,27	2,39	1,01	0,64	12,63	10,49	5,42	5,79	0,83	0,83	11,76	10,49	11	f	12	10	f	12	9,459	11,764	12,297	5,775	11,764	11,764	11,764	8,066	11,458	10,485	5,625	11,458	10,485	10,485
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