Wind Analysis Data for CP3 Chapter V Part 2

12.5200 m12.000 m10.350 m45.00 m/s

A from Section 5.4 0r Table 2 of CP 3: Chapter V Part 21.00 from Section 5.5.1 of CP 3: Chapter V Part 2

A from Section 5.5.2 of CP 3: Chapter V Part 2

= Characteristic Wind Pressure (N/m 2 )= Design Wind Speed (m/s)

( from Section 4.3 of CP 3: Chapter V Part 2 )= Multiplying Factor Relating to topology

( from Table 2 of CP 3: Chapter V Part 2 )= Multiplying Factor Relating to Height above Ground & Wind Breaking

( from Table 3 of CP 3: Chapter V Part 2 )= Multiplying Factor Relating to Life of Structure

( from Figure 2 of CP 3: Chapter V Part 2 )= m/s= N/m2

= kN/m2

= Force Coefficient

= kN/m2

Design Wind Pressure Cf.Wk= kN/m 2

Wind Load

Width Dimension

Width Dimension

(m) (m)12.720 12.00012.520 12.0008.520 12.0007.350 6.000

Wind Load Location

18697.67 22957.67 16652.99 22652.9919868.07 23543.07 22647.3 25647.3

14698.43 21058.43 16652.99 22652.9914698.43 20958.43 16652.99 22652.99

Bottom-Left Location X( mm )

Wind Load along Horizontal Direction

Ground FloorFirst FloorRoof Level

Stairwell Roof Level

Ground Floor

Wind Load per Floor

(kN)35.08362.58059.73619.438

Wind Load per Floor

(kN)37.18865.29242.41223.811

Wind Load along Horizontal Direction Wind Load along Vertical Direction

First Floor

1.8503.3003.1502.050

(m)

Tributary Height

Length of Building

Vs

Cladding & Building Size Class

Roof LevelStairwell Roof Level

Wind Load along Vertical Direction( mm )

BLDG Bottom-Left Location Y

Cf.Wk 1.580

Wind Load Calculation

Ground Roughness

Cf

Cf • Wk 1.580

1.317

1.00

1316.922

1.200

Wind Pressure Calculation

Vs

Wk

Wk Wk

V • S1 • S2 • S3

46.35

S1

WIND LOAD CALCULATION

Width of BuildingHeight of Building

S2

0.613 • Vs2

S3

1.03

1.00

Basic Wind Speed (V)Topographic Location