EQ_Wind_Egyptian Code.xls

	A	B	C	D	E	F	G	H	I	J	K
1						Earthquake
2
3					V = Z * I * C * K * S * W
5
6		Z = 0.2	I = 1.25	S = 1.15	W = 9686 TON		K = 1.0
7		Cx=
8				Fi = [( V-Ft )*WiHi] / WH
9
10			In direction X					In direction Y
12
13	Floor	W	H	Wi * Hi	Fi		Floor	W	H	Wi * Hi	Fi
14	1	1065.6	2.7	2877.1	3.56		1	1065.6	2.7	2877.1	3.505
15	2	1065.6	5.7	6073.9	7.51		2	1065.6	5.7	6073.9	7.399
16	3	1143	9.95	11372.9	14.05		3	1143	9.95	11372.9	13.854
17	4	1143	14.2	16230.6	20.06		4	1143	14.2	16230.6	19.772
18	5	965.14	18.4	17758.6	21.95		5	965.14	18.4	17758.6	21.633
19	6,1	404.16	22	8891.5	10.99		6,1	404.16	22	8891.5	10.832
20	6,2	237	20.4	4834.8	5.97		6,2	237	20.4	4834.8	5.890
21	7,1	404	30.6	12362.4	15.28		7,1	404	30.6	12362.4	15.060
22	7,2	344	28.6	9838.4	12.16		7,2	344	28.6	9838.4	11.985
23	8,1	404	36.6	14786.4	18.27		8,1	404	36.6	14786.4	18.013
24	8,2	334	33.6	11222.4	13.87		8,2	334	33.6	11222.4	13.671
25	9	1112	38.8	43145.6	53.32		9	1112	38.8	43145.6	52.560
26	10,1	356.7	43	15338.1	18.95		10,1	356.7	43	15338.1	18.685
27	10,2	112.51	41.8	4702.9	5.81		10,2	112.51	41.8	4702.9	5.729
28	10,3	245.95	40.6	9985.6	12.34		10,3	245.95	40.6	9985.6	12.164
29	10,4	347.74	39.4	13701.0	16.93		10,4	347.74	39.4	13701.0	16.690
30				203122.1	251					203122.1	247.4
31
32
33						Wind
34
35					Pe = Ce * K * q * b
36
38					For [h = 0 - 10]………………K = 1.0
39					For [h = 10 - 20]……………..K = 1.1
40					For [h = 20 - 30]…………… K = 1.3
41					For [h = 30 - 38]……………..K = 1.5
42
43					For Wind Lift………Ce = 0.8
44					For Wind Right……Ce = -0.5
45
46					Take q = 90 kg/m2
47
48
49			In direction of [34 m]					In direction of [32.7 m]
50
51			Pe1 = 0.8 * 1.0 * 0.09 * 34 = 2.448 t\m					Pe1 = 0.8 * 1.0 * 0.09 * 32.7 = 2.35 t\m
52			Pe2 = 0.8 * 1.1 * 0.09 * 34 = 2.693 t\m					Pe2 = 0.8 * 1.1 * 0.09 * 32.7 = 2.56 t\m
53			Pe3 = 0.8 * 1.3 * 0.09 * 34 = 3.182 t\m					Pe3 = 0.8 * 1.3 * 0.09 * 32.7 = 3.06 t\m
54			Pe4 = 0.8 * 1.5 * 0.09 * 34 = 3.672 t\m					Pe4 = 0.8 * 1.5 * 0.09 * 32.7 = 3.53 t\m
55			Pe5 = -0.5 * 1.0 * 0.09 * 34 = -1.53 t\m					Pe5 = -0.5 * 1.0 * 0.09 * 32.7 = -1.47 t\m
56			Pe6 = -0.5 * 1.1 * 0.09 * 34 = -1.68 t\m					Pe6 = -0.5 * 1.1 * 0.09 * 32.7 = -1.62 t\m
57			Pe7 = -0.5 * 1.3 * 0.09 * 34 = -1.99 t\m					Pe7 = -0.5 * 1.3 * 0.09 * 32.7 = -1.91 t\m
58			Pe8 = -0.5 * 1.5 * 0.09 * 34 = -2.29 t\m					Pe8 = -0.5 * 1.5 * 0.09 * 32.7 = -2.2 t\m
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