wind load calculation Exp-B.xls

	A	B	C	D	E	F	G	H
1
2	Common Values
3	Cc	0.0000472
4	Ci	1
5	Vb	260
6	Cg	1.215	Exp-B
7	Width	6.5
8
9				Total
10	DL (0.05+.1)	0.01	kN/m2	0.07
11	LL	0.57	kN/m2	3.71
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13
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15	Pressure kN/m2 ( Side Wall )				Total Force
16	Height - m	Cz (Exposure-B)	Front: Cp=0.8	Back: Cp=-0.55	Front (kN/m)	Back (kN/m)
17	4	0.801	2.48	-1.47	16.15	-9.59
18	6	0.866	2.69	-1.59	17.46	-10.37
19	9	0.972	3.01	-1.79	19.59	-11.63
20	12	1.055	3.27	-1.94	21.27	-12.63
21	15	1.125	3.49	-2.07	22.68	-13.47
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23
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25	Pressure kN/m2 ( Roof ) = Pz					Total Force
26	Height - m	Cz (Exposure-B)	Cp = 0.2	Cp = -0.9	Cp = -0.7	0.2 (kN/m)	0.9 (kN/m)	0.7 (kN/m)
27	4	0.801	0.62	-2.79	-2.17	4.04	-18.17	-14.13
28	6	0.866	0.67	-3.02	-2.35	4.36	-19.64	-15.28
29	9	0.972	0.75	-3.39	-2.64	4.90	-22.04	-17.15
30	12	1.055	0.82	-3.68	-2.86	5.32	-23.93	-18.61
31	15	1.125	0.87	-3.93	-3.05	5.67	-25.51	-19.84
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