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it should be a bit or fair bit less than Iyy for an equivalent rectangle depending on the overlap. I generally use section property calculators for this type of thing in FE packages, or you can use CAD and do a sanity check on the answer (i.e. Iyy,net = Iyy rectangle - Iyy empty bits. I can't see it making that much difference as long as the overlap is quite large. Its probably a lot simpler to conservatively treat the empty space as an equivalent triangle which is simpler to calculate section properties for.

overlapping piles I'd use superposition to work out the inertia of the piled wall per m run.Ģ) 'Empty bits', Iyy = ? (you would have to look up the formula for a fillet or similar. It depends on what you are modelling if the provided loads are given for 3m worth of bridge or what have you, then multiply Iyy by 3, or alternatively divide the loads by 3. no overlapping piles I use the following formula to work out the inertia of the wall per metre run. RE: Moment of Inertia - Secant and Contiguous Piled Walls ukbridge (Structural) 28 Jul 18 16:39įor a contiguous pile wall i.e. The reason I ask is because the above explanations dont match up with the values used in my example? I havent got Wallap so cant interrogate it any more. I dont know if this is the correct way to do it.

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See below, again I found these in a manual online.

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Wallap gives some guidance on their software of how to do it. I have been working my way through it and trying to understand the steps involved. /rebates/&252fsoftware-wallap-software-crack. I have an example design report (which i stole from the internet). /rebates/&252fsoftware-wallap-software-crack. I have a basic understanding of retaining walls, how to calculate earth pressures etc, these are from my old university notes, from a long time ago!Ĭan someone provide me with a reference to calculate the moment of inertial for a secant or contiguous piled wall. I am just trying to learn for my own benefit, so please excuse me if my question is stupid / easy. Rest assured, I wont be designing these walls anytime soon. LEICA Geo Office v6.I am looking at how to design contiguous and secant piled walls. Getting Started with MapObjects 2.1 in Visual C++(�� MapObjects JAVA standard edition v1.0 for Windows 1CD Sokkia Mapsuite+ v3.0 build 304-ISO 1CD()

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