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  1. So you need to check it for a combination of...

    So you need to check it for a combination of loads; both horizontal for bending and compression? Something also sounds a bit off about the information they have provided you. But anyways, as you have...
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    Have you tried looking at the snap settings...

    Have you tried looking at the snap settings configuration? I know it sounds a bit DUH! but it's usually the simplest things that give us the most trouble.
  3. It looks like a Lat/Long coordinate rather than...

    It looks like a Lat/Long coordinate rather than an E/N location which would give a latitude range of +90 to -90 and a longitude range of +180 to -180. Without seeing the drawing it's hard to guess at...
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    It's conductive adhesive gel. Similar to the...

    It's conductive adhesive gel. Similar to the stuff that's used with hospital electrodes.
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    Google (or preferred search engine) GlideWear....

    Google (or preferred search engine) GlideWear. They produce low friction fabrics for clothes, prosthetics, sports, etc.
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    Short answer: Yes. What is the intended...

    Short answer: Yes.

    What is the intended application?
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    Is it actual, worked examples you'd like?

    Is it actual, worked examples you'd like?
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    Depends on the size of the hole. If it's small,...

    Depends on the size of the hole. If it's small, say for some light load services, the local deflections may be negligible (10% or less of the beam depth ~). If it's a large hole, I'd look at the...
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    View Post

    It's available on Kindle for ~57, somewhere around $70 I think. To get it any cheaper as a physical/PDF copy, you'd probably have to step back by 5 or 6 editions.
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    On The First Day Of Christmas...

    The client gave to me
    A poorly constructed and eccentrically loaded foundation pad with bad ground conditions.

    Merry Chrimbo everyone.
  11. A deeper cover can be a good thing, especially if...

    A deeper cover can be a good thing, especially if the pads are to open to the elements. What measurement did they set any bottom and face cover out for? Not seeing any geotech reports, its hard to...
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    Because qualification is not equal to competence....

    Because qualification is not equal to competence. As demonstrated by every fresh graduate, ever. And yes; that included me.
  13. Better in what way? What is the end use of the...

    Better in what way? What is the end use of the material?
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    [grumpy voice] How I loathe and detest Excel...

    [grumpy voice] How I loathe and detest Excel [/grumpy voice]
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    ALL Mechanical Design?! I think the sun will...

    ALL Mechanical Design?! I think the sun will implode before you'll be able to learn all of it. What academic stage are you currently at?
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    Can you see anything else on it like "8.8", "M10"...

    Can you see anything else on it like "8.8", "M10" or "10.9", "M18" any other similar markings? If not, you have to try to contact the manufacturer and get them to provide you with more information.
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    The extension on those connector pins is...

    The extension on those connector pins is ridiculous! They must burn through tons of those just in factory assembly alone!
  18. Have you tried contacting any battle reenactment...

    Have you tried contacting any battle reenactment groups/forums? Going by the octagonal barrel, I'd suggest American groups. In time period you stated Europe was still using smooth bore flintlocks for...
  19. Do you have enough material to run practical...

    Do you have enough material to run practical tests?
  20. Are you sure you've entered the right values?...

    Are you sure you've entered the right values? With 100 kg as a mid-span load with 3.5 m length, I get 0.16 mm deflection. That's not including self weight of section and and decking.
  21. As no loads have been given, it's impossible to...

    As no loads have been given, it's impossible to even guess what the welds will be subject to. If it's a compression load, the plates should be OK but the welds will be subject to bending and shear...
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    It sounds like Galvalume has probably been...

    It sounds like Galvalume has probably been designed for use with Metsec or other proprietary type purlin systems. Sorry you had to rip out your new roof.
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    Wouldn't this turn into a tangential force,...

    Wouldn't this turn into a tangential force, rather than linear?
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    Good work!

    Good work!
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    I love pictures like this. The old liners, luxury...

    I love pictures like this. The old liners, luxury train carriages etc. We just don’t seem to have that level of class anymore.
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