Load Analysis Structural Data Span 6m Pitch 168 mm 3.3 m L Span C/C Eaves Height 2.4 Pitch of Shade 0.4 m Eaves Height Bay Width 5.515 m SECTION Member Properties Pyramid Members Diameter Thickness Main Pole 165 5 mm Pyramid Members 48 3.2 mm Chord 88.9 4 mm Bottom Tie 88.9 4 mm Lateral Tie 60.3 4 mm Chord Loadings Dead Load 0.011582 Kn/m Bay Width 0.008738 Kn/m 0.006657 Kn/m Lateral Tie Wind Loads 100 Km/Hr PLAN 28 1 Ground Factor 0.8 Class B Statical Factor 1 22 Wind Pressure 0.303 Roof Angle 7.192 Diameter of the Column Height of the (On Main Frame) (On Pyramid Members) (On Lateral Ties) Basic Wind Speed (Km/hr) Basic Wind Speed (m/sec) Topographical Factor Effective Wind Speed Wind Pressure Coefficients
Sheet1Load AnalysisStructural DataSpan6mPitchDiameter of the
Column168mmHeight of the Pole3.3mLSpan C/CEaves Height2.4Pitch of
Shade0.4mEaves HeightBay Width5.515m
LoadingsDead LoadWeight of Fabric (On Main Frame)0.011582Kn/mBay
WidthWeight of Fabric (On Pyramid Members)0.008738Kn/mWeight of
Fabric (On Lateral Ties)0.006657Kn/mLateral TieWind LoadsBasic Wind
Speed (Km/hr)100Km/HrPLANBasic Wind Speed (m/sec)28Topographical
Factor1Ground Factor0.8Class B Statical Factor1Effective Wind
Speed22Wind Pressure0.303
Wind Pressure CoefficientsRoof Angle7.192Cp +ve (Downward)All
Values of Cp0.4
Cp -ve (Upwards)0.98(For $=0.5)
Wind ForcesDownward +ve force on Main Frame1.34Kn/mDownward
force on Pyramid Member1.01Kn/mDownward force on Lateral
ties0.38Kn/m
Upward -ve force on Main Frame0.81Kn/mUpward force on Pyramid
Member0.61Kn/mUpward force on Lateral Ties0.23Kn/m
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