LOAD CALCBasic wind speed39m/seck11k20.88k31Vz34.32m/secPd0.70671744kN/m2Cpi0.2-0.2column spacing7.5ml58.84mh7.92mw15.85mh/w0.4996845426l/w3.7123028391a) For wallsWind AngleCpeCpiCpe-Cpi(Cpe-Cpi).A.Pd (kN/m)wind load 1 (kN/m)wind load 2 (kN/m)windwardleewardwindwardleewardwindwardleewardGxwindward2.6504.77000.7-0.250.20.50.452.6502.385Gxleeward2.385-0.26500.7-0.25-0.20.9-0.054.770-0.265Ywindward6.0423.922Yleeward3.1801.060b) For roofWind AngleCpeCpiCpe-Cpi(Cpe-Cpi).A.Pd (kN/m)windwardleewardwindwardleewardwindwardleeward00.940.40.21.140.66.0423.18000.940.4-0.20.740.23.9221.0602.65019044.77034272-0.26501904-2.38517136-3.922281792-6.042434112-1.06007616-3.18022848

k1,k2&k3TERRAIN CATEGORYTABLE 1 RISK COEFFICIENTS.FOR DIFFERENT CLASSES OF STRUCTURES IN DIFFERENT WIND SPEED ZONES K1

CLASS OF STRUCTUREMEAN PROBABLE DESIGN LIFE OF STRUCTURE IN YEARSK1 FOR BASIC WIND SPEED333944475055

All general buildings and structures50111111

Temporary sheds, structures such as those used during construction operations ( for example, formwork and falsework ), structures during construction stages and boundary walls.50.820.760.730.710.70.67

Buildings and structures presenting a low degree of hazard to life and property in the event of failure, such as isolated towers in wooded areas, farm buildings other than residential buildings250.940.920.910.90.90.89

Important buildings and structuressuch as hospitals communicationbuildings / towers, power plantstructures1001.051.061.071.071.081.08K2

TOPOGRAPHY FACTOR

CPe for walls

CPe for roof