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 )