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  • Users: kirei17
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  1. kirei17

    Question on Crane Runway Girder Design

    Hi, I Initially searched for a topic related to my question (this exact question has been asked before), but it is closed now. So, i decided to create a new one. Here's the question. In AISC Design guide 7 Industrial Building Design 3rd edition, about design of crane runway girder example...
  2. kirei17

    A Question Regarding Mononobe Rain Intensity Theory

    HI! This is probably just a simple question. I have a question, i hope someone has the answer quickly in mononobe rain intensity equation, we have I = R24/24 x (24/t)^ (2/3) if i take R24= 1 unity, i have an intensity of 0.347 R24 if duration of rain is 1 hour and 0.042 if duration of rain is...
  3. kirei17

    Bolt's Number of Slip Planes

    Hi, I am simply thinking of the factor ns in the calculation of resistance limit in AISC J.3.8 slip-critical bolt for high strength bolts. As one of the factor for determining the value R, ns or number of slip planes (in some articles it is mentioned as equal to shear planes), is a significant...
  4. kirei17

    Further Question on Side Blowout

    thread507-297453 Hi, I'm referring to the old there above, Still referring to ACI 318-05 appendix D. Sure there's a new one, but let's just say i can not access the 08 version (or even newer one, if it does exist). So i'm still confuse with the formula in ACI D.5.4.2, which says, as below...
  5. kirei17

    V-ditch design

    Hi, I'm curious about soil pressure design for V-ditches. What i have been thinking is that there must be a difference for lateral soil pressure if the surface is sloped than when it is vertical (no slope). This thinking of V-ditches should not be a concern if you are imagining sideway ditches...
  6. kirei17

    Moment on Mat Foundation

    Hey, Here is just a simple question (but i believe the answer would be very critical). I just want to know if my assumption of moment diagram is correct. My case is a mat foundation. Here i just drew it two dimension. I showed column as a load only, while for the foundation i drew it exactly as...
  7. kirei17

    Stainless Still Anchor Washer

    Hi, I am new to this forum and i am no expert. So, in short, mechanical department asked me to buy anchor bolt for their equipment. It is decided to use SUS 316 anchor bolt. I refer to ASTM A193 B8M class 1 with ASTM A194 grade 8M (heavy hex) for nut. For washers, i am not sure as to what...

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