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  • Users: bisandcan
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  1. bisandcan

    Deflection discussion

    I was having a discussion with another engineer today, he is an older guy that learned the old ASD method of design. He states that he would never, ever, under any circumstance use a member that didn't follow the depth equals half span rule of thumb. I think that this is more of a guide, and...
  2. bisandcan

    HSS square tube to HSS square tube

    I am having a "discussion" with another engineer. He wants to weld a square tube directly to a square tube, without following the criteria for a moment connection outline in K.3, one tube is a 4x4 and the other is a 8x6. This connection does not fall in line with the spec because the tubes...
  3. bisandcan

    Min. Spacing Requirements

    I have a co-worker that insists the min. spacing requirements of s=15(40000/fs)-2.5cc do not apply to foundations, this is a one way p-ile cap, but has no real explanation why the requirement doesn't apply. I am a fairly new engineer, and from reading the commentary (ACI 318-08) I don't see an...
  4. bisandcan

    turning radius

    I am a stuctural guy trying to help someone with some drafting standards. I have been tasked with finding the turning radius of a HS-20 truck. I can't find this information anywhere, but I have found the turning radius of several vehicles. All I can find about HS-20 trucks is the load...
  5. bisandcan

    General CSI question

    My company is in the middle of evaluating software. I was picked to work with the CSI family of software. As I have been working with these programs, it seems that there isn't one program that can be used to check everything together. It seems that I am able to export from SAP2000 or ETABS to...

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