Transcription of WIND LOADING (BS6399) - clarend.com
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WIND LOADING (BS6399) - clarend.com
HBL Associates 38 Radford Street Stone ST15 8DA Project Livingstone House, Brighton, BN3 3WZ Job Ref. 15/ Section Wind Pressure Calculations Sheet 1 Calc. by SL Date 08/05/2015 Chk'd by IT Date 08/05/2015 App'd by Date WIND LOADING (BS6399) WIND LOADING (BS6399) TEDDS calculation version Building data Type of roof Flat Length of building L = 12000 mm Width of building W = 9000 mm Height to eaves H = 30000 mm Eaves type Sharp Reference height Hr = 30000 mm Dynamic classification Building type factor (Table 1) Kb = Dynamic augmentation factor ( ) Cr = [Kb ( Hr / ( m) ) ] / ( 800 log( Hr / ( m)))
HBL Associates 38 Radford Street Stone ST15 8DA Project Livingstone House, Brighton, BN3 3WZ Job Ref. 15/ Section Wind Pressure Calculations
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