Footing In Clay.xls

	B	C	D	E	F	G	H	I	J	K	T	U	V
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2
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4												-0.1679x2 + 1.3707x + 6.2786
5					Square Footing in Clay							-0.1536x2 + 1.1879x + 5.2714
6
7			INPUT
8											0	5.2	6.2
9		Type	1								1	6.4	7.6
10		Df (ft) =	6								2	7.1	8.4
11		C (Ksf) =	1.205	2nd Traial:	B (ft) =	6.88	3nd Traial:	B (ft) =	6.95		3	7.4	8.8
12		Load, P(K)=	205		L (ft) =	6.88		L (ft) =	6.95		4	7.45	9
13	1st Traial:	B (ft) =	6								5	7.45	9
14		L (ft) =	6					Df/B =	0.86
15		F. S.	2.5		Df/B =	0.87		Nc =	7.34
16		Df/B =	1		Nc =	7.35		qult.	10.61
17		Nc =	7.48		qult.	10.62		qallow.	4.24
18		qult.	10.82		qallow.	4.25		Areq.	48.30
19		qallow.	4.33		Areq.	48.25		Size(ftxft)=	6.95	6.95
20		Areq.	47.37		Size(ftxft)=	6.95	6.95
21		Size(ftxft)=	6.88	6.88
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