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X Y and PartnersProjectSPORTS HALL - TYPE 1Wind Loading Calculations
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addressClient Made by Date Job No
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DescriptionDYNAMIC WIND PRESSURE (qs)
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tel & fax nos Checked Revision Page No
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Originated from Wind Designers Workbook © 2000 Chris BuczkowskiBeta Test Version
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Design in accordance with BS 6399 : Part 2 : 1997
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Dynamic Augmentation Factor (Cr)Site Wind Speed, Vs
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VbSiteSaSdSsSpVs
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KbH (m)Crm/sAltitudem/s
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4150,0982521,00211125,05
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Cr okay - proceed with designequ (8)
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Effective Wind Speed, VeDynamic Pressure
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Sb
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HrHeDistanceTerrainSbVeqs
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mmkmm/sN/m²
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151510town1,8245,591274,14equ (1)
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equ (12)
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WIND NORMAL TO:LONG FACESHORT FACEBuilding Dimensions
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Breadth B (m)49,731,7Length
L (m)
Width
W (m)
Height
H (m)
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Inwind depth D (m)31,749,7
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D/H2,113,3149,731,715
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Scaling length, b3030
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External pressure coefficients Cpe for vertical walls
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Windward (front) face0,7260,646
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Leeward (rear) face-0,226-0,146
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Size effect factor for external pressures, Ca
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Site exposure typeBB
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Diagonal dimension (m)51,91435,070
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Ca#REF!#REF!fig 4
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Overall horizontal loads
on building
pePpeP
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N/m²kNN/m²kN
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Front face, å Pfront#REF!#REF!#REF!#REF!
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Rear face, å Prear#REF!#REF!#REF!#REF!
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Overall load, P-#REF!-#REF!equ (7)
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Note. -ve sign indicates suction.
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Frictional Drag on side walls
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Is depth D>b ?YesYes
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Zone length C (m)1,719,7
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Area, As (m²/m height)1,719,7
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Frictional drag coefficient, Cf0,040,04
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Ca#REF!#REF!
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Pf (kN/m height)#REF!#REF!equ (7a)
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Frictional Drag on roofRoof size effect factor, Ca
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Is depth D>b/2 ?YesYes
Site exposure type
B
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Zone length D (m)16,734,7
Diagonal dim. (m)
58,949
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Area, As (m²/m width)16,734,7Ca#REF!
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Cf0,040,04
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Ca#REF!#REF!
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Pf (kN/m width)#REF!#REF!equ (7a)
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