Wind calculation BS6399 - Online Structural Design

Evo Design xxxx TOWERDESIGN REVIEW REPORTL ocation xxxWIND LOADS calculation PER BS 6399-2 FOR A BASIC WIND SPEED OF 25 m/s Vb25 mmmmssssbasic wind speed Kb1building type factor in accordance with BS 6399-2 Table ramed building with Structural walls arround lifts and stairs only ( office buildings of open plan or without partitions) Hr30mmmmReference height HeHrEffective height to be considered in the calculationsBasic wind speed calculation in accordance with BS 6399-2 Section S100site altitude above sea level in meters - Section Sa+1 Saltitude factor= Sd1direction factor - Section for unknown wind direction Ss1seasonal factor - Section Sp1probability factor - Section Vs VbSaSdSsSp= mmmmssssEffective wind speed calculation in accordance with BS 6399-2 Section and building factor - Section - Table 4 Ve VsSb= mmmmsssseffective wind speedfor building heights larger that the width some reduction in wind loads may be obtained by dividing the building into a number of parts - in our case the reduction is neglijable.

WIND LOADS CALCULATION PER BS 6399-2 FOR A BASIC WIND SPEED OF 25 m/s Vb≔25 ― mmmm ssss basic wind speed Kb≔1 building type factor in accordance with BS 6399-2 Table 1. for ramed building with structural walls arround lifts and stairs only (e.g. office buildings of open plan or without partitions) Hr≔30 mmm Reference height

Loading..

Tags:

  Structural, Load

Information

Related search queries