Density Viscosity Temperature0.457 3.55 5000.525 3.25 4000.616 2.93 3000.675 2.75 2500.746 2.57 2000.835 2.38 1500.946 2.17 1001.09 1.95 501.29 1.71 0
Formula
2.17100
#N/A#N/A1.71
Description (Result)
STRUCTURAL CALCULATIONS
Job Name : Job No. : Date :
Al-Khwaneej Villa 0 05 April. 2011
Khwaneej, Dubai, UAE
Calcs by : Revision No. Filename : Sheet No. :
BOK MORTEGA 0-A Base Plate BS5950-2000
1.) CALCULATION DATA
; BS 6399-2-1997
Building type factor = 315.00 m ; Table 1
Building width dc = 0.00 m
Building height level considered H = 0.00 m
Dynamic augmentation factor = 0.00 ; Figure 3
Site Location =
Basic wind speed = 0.00 m/s
Altitude factor = 0.00 ; 2.2.2.2
Direction factor = 0.00 ; 2.2.2.3
Seasonal factor = 0.00 ; 2.2.2.4
Probability factor = 0.00 ; 2.2.2.5
Site wind speed = 0.00 m/s
Building reference height = 0.00 m
Building effective height = 0.00 m
Closest distance to sea d = 0.00 m
Terrain and building factor = 0.00 ; Table 4 ( By interpolation)
Effective wind speed = 0.00 m/s
Dynamic wind pressure = 0.00 kPa
External pressure coefficients ; Table 5
Width of building D = 0.00 m
Width over height ratio D/H = 0.00
Windward external pressure coefficient = 0.00 ; Table 5 ( By interpolation)
Leeward external pressure coefficient = 0.00 ; Table 5 ( By interpolation)
Side face external pressure coefficient = 0.00 ; Zone A ( Isolated )
Side face external pressure coefficient = 0.00 ; Zone A ( Isolated )
Internal pressure coefficients ; Table 16
Wind normal to permeable face = 0.00 mm
Wind normal to impermeable face = 0.00 mm
Size effect factor = 0.00 mm ; Figure 4
Positive design wind load (net surface pressure): =
Design windload (windward) = 0.00 mm
Negative design wind load (net surface pessure):
Design wind load (Zone A) = 0.00 mm
Design wind load (Zone B) = 0.00 mm
Design wind load (leeward) = 0.00 mm
dc
Cr
Vb
Sa
Sd
Ss
Sp
Vs ; Vb * Sa * Sd * Ss * Sp
Hr
He ; Hr
Sb
Ve ; Vs * Sb
qs ; 0.613 * Ve2
Cpe
Cpe
Cpe
Cpe
Cpi
Cpi
Ca
p+ ; qs * Ca * (Cpe - Cpi )
p- ; qs * Ca * (Cpe - Cpi )
p- ; qs * Ca * (Cpe - Cpi )
p- ; qs * Ca * (Cpe - Cpi )