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human909's latest activity
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human909 replied to the thread Beam Reinforcement Calculation.I agree that there is no difference in shear flow at all those points. Whether it is a solid piece or a piece with 3 plates. But then...
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human909 replied to the thread Beam Reinforcement Calculation.Why are people trying to redefine basic geometric definitions like the first moment of area? (Q) Should we start redefining the second...
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human909 replied to the thread Beam Reinforcement Calculation.There really shouldn't be any debate. Try calculating the strain between the plate and the I-beam web. Compare the two. See what...
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human909 replied to the thread Fire-Resistance Rating of Floor Assemblies in Industrial Buildings.I would have thought that you could have a 'performance solution' or similar that could be suitable. I don't know your fire codes but...
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human909 replied to the thread Beam Reinforcement Calculation.No, I've been waiting for him to show up. Maybe he is busy, or bored with the topic. He did provide input in the previous thread...
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I'm back. Good discussions so far. In the flange, the direction of the shear flow lies in a horizontal plane. I'm supporting...
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human909 replied to the thread Cantilever Plate bending with UDL.I find it remarkable so many people in this thread have spent the significant time discussing a 45degree shear lag when we have a UDL...
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I used 0.5 as originally planned... the equivalent to a fairly 'dense' chainlink fence. I would suggest the porosity was approaching...
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human909 replied to the thread AS 2870 vs NCC.This general discussion is a really interesting discussing. Unfortunately most Australian engineers (myself included) have quite...
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Neither of them are legally binding since they are both deemed to satisfy solutions. Unfortunately the structure of the NCC and the law...
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human909 replied to the thread Beam Reinforcement Calculation.Agreed 100%. Sorry, I thought the point being made was fairly clear that calculating the total area C wouldn't be useful. You would...
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human909 replied to the thread Cantilever Plate bending with UDL.Treat the plate as a simple cantilever beam. You have a long line load so it is just a simple cantilever calculation with a point load...
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human909 replied to the thread Beam Reinforcement Calculation.Thanks. The one thing I did leave out is referring to NET or TOTAL shear. I would think by now this would be clear, but I've made the...
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Great post. The only thing left for you to do here is to grab a W-shape, a few plates, and start building a model for us :LOL:
