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  1. yippyahh

    AS1170.2 2011 Local Pressure Factor Area

    so for a portal frame shed with a roof pitch of 15degrees...am i applying kl=3.0 for longitudinal wind???
  2. yippyahh

    AS1170.2 2011 Local Pressure Factor Area

    thanks rowing. wind at 45 that cause the double turbulence streams? excuse the ignorance. Where do I read up on this? Cannot say I have analysed wind on the 45.
  3. yippyahh

    AS1170.2 2011 Local Pressure Factor Area

    Hi fellas, what is your take on the kl=3.0 local pressure factor for roofs with pitch less than 10 degrees with longitudinal wind? Expanding on this, do you apply kl=3.0 for ALL LONGITUDINAL wind cases because roof pitch is always taken as zero (as per Cpe section of the code)? I know the code...

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