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Wind Calculation BS 6399
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Wind Calculation BS 6399
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Alden Cayaga
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Project Client Description
Date
Checked
Revision
-
Wind Design Workbook © 2000-2002 Chris Buczkowski
Page No
-
Design in accordance with BS 6399 : Part 2 : 1997
Standard Wind Speeds Dynamic Augmentation Factor (Cr) Kb H (m) Cr 0.5 50 0.024
Job No
Made by
equ (C.2)
Basic Wind Speed Vb (m/s) 30
Reference height Hr (m) 50
Cr okay - proceed with design
Ss
Sp
1.00
1.00
Standard values: Ss=1.0 Sp=1.0
Altitude factor for non significant topography Site altitude,S (m) Altitude factor, Sa
0 1.000
equ (9)
N
I غ
IV
II
III
Wind directions
Building orientation unknown Nearby buildings ignored
Direction factor Site Wind Speed (m/s)
Effective Height (m) Distance to sea (km) Terrain Terrain and building factor Effective Wind Speed (m/s) Dynamic Pressure (N/m²)
Sd Vs
I 180 1.000 30.00
Wind Direction II III 270 360 1.000 1.000 30.00 30.00
IV 90 1.000 30.00
He
6 20 50.00
6 20 50.00
6 20 50.00
6 20 50.00
Sb Ve qs
10 town 2.04 61.20 2296.0
10 town 2.04 61.20 2296.0
10 town 2.04 61.20 2296.0
10 town 2.04 61.20 2296.0
equ (8)
equ (12) equ (1)
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