Column__Egyptian Code.xls

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T
1	project name :
2	model	Pc	Col dim		B.C	thick	Ф	Footing dim		M short	M long	As short	As long	As short	As long	No of Ф/m		check of stress & shear		SAFTY
3	model	(ton)	a (m)	b (m)	(t/m2)	(m)	(mm)	A (m)	B (m)	m.t	m.t	(cm2)	(cm2)	no of Ф	no of Ф	short	long	(k1≥.35)	(Tp≤8kg/cm2)	SAFTY
4	f1	50	0.40	0.20	20	0.50	14	1.8	1.6	7.0	6.1	9	8	6	5	6	6	0.54	3.0	TRUE
5	f2	40	0.50	0.20	20	0.50	14	1.6	1.3	4.6	3.7	6	5	4	3	6	6	0.65	2.0	TRUE
6	f3	60	0.60	0.20	20	0.50	14	2.0	1.6	8.8	7.0	11	9	7	6	6	6	0.52	3.1	TRUE
7	f4	80	0.70	0.20	20	0.50	14	2.3	1.9	14.0	10.8	17	13	11	9	6	6	0.44	4.1	TRUE
8	f5	100	0.80	0.20	20	0.50	14	2.6	2.1	19.9	15.0	25	19	16	12	6	6	0.39	5.0	TRUE
9	f6	120	0.90	0.20	20	0.50	14	2.9	2.3	26.3	19.6	33	24	21	16	7	7	0.36	5.8	TRUE
10	f7	140	0.70	0.30	20	0.55	14	3.0	2.6	33.1	28.5	37	32	24	21	8	8	0.36	6.1	TRUE
11	f8	160	0.80	0.30	20	0.60	14	3.2	2.7	40.6	33.9	41	35	27	22	8	8	0.37	5.7	TRUE
12	f9	180	0.90	0.30	20	0.60	14	3.4	2.9	48.5	39.6	49	40	32	26	9	9	0.35	6.2	FALSE
13	f10	200	1.00	0.30	20	0.65	14	3.7	3.0	56.8	45.3	53	42	34	27	9	9	0.36	5.8	TRUE
14	f11	220	1.10	0.30	20	0.65	16	3.9	3.1	65.5	51.2	61	48	30	24	8	8	0.35	6.2	FALSE
15	f12	240	1.20	0.30	20	0.70	16	4.1	3.2	74.6	57.1	64	49	32	24	8	8	0.36	5.7	TRUE
16	f13	260	1.30	0.30	20	0.70	16	4.3	3.3	84.1	63.1	72	54	36	27	8	8	0.35	6.0	FALSE
17	f14	280	1.40	0.30	20	0.75	16	4.5	3.4	93.9	69.1	75	55	37	28	8	8	0.36	5.6	TRUE
18	f15	300	1.10	0.40	20	0.80	16	4.4	3.7	104.6	87.2	78	65	39	32	9	9	0.37	5.8	TRUE
19	NOTES :
20	Fcu =300 kg/cm2
21	Fy = 4200 kg/cm2
22	prepared by eng / khaled salim
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