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Recent content by SE2B

  1. SE2B

    6061-T6 vs 6063-T52 Aluminum

    I did calcs and the material is definately strong enough. I just wanted to ask the question because someone else may have had an experience substituting this or another material and I wanted any additional input for a little piece of mind.
  2. SE2B

    6061-T6 vs 6063-T52 Aluminum

    Thank you both for your input. This pipe will be located outside and there will be some wind gust loading on this "j-pipe" as it is subjected to vehicles passing underneath it as well as general wind loading.
  3. SE2B

    6061-T6 vs 6063-T52 Aluminum

    I apologize as I didn’t know exactly where to post this, so hopefully it is in the correct forum. I encountered a situation where a 6061-T6 Aluminum tube [2.5 Dia – Schedule 40 (3/16” wall thickness] supposedly cannot be bent to the 8” radius that was specified. The contractor has asked to use...
  4. SE2B

    Masonry Shear Walls - ASD vs Strength Design

    When designing a particular masonry shear wall using Strength Design (2005 MSJC Ch. 3) I have sufficient shear and flexural capacity, but I get hung up on a check for the requirement & design of special boundary elements of MSJC Section 3.3.6.6 – 3, Mu/(Vu*lw) <= 3.0. I am hung up because I want...
  5. SE2B

    Barrier Wall Impact Loading

    Thanks everyone for the info. Much appreciated.
  6. SE2B

    Barrier Wall Impact Loading

    I have been told to use that value from the my boss who has a fax from the DOT where it is written. There is no rational, just they just have this value written on a page from a book which says "Section 13: Railings" and someone wrote AASHTO LRFD on it. They did also write to consider this a...
  7. SE2B

    Barrier Wall Impact Loading

    I have been told to use a 124 kip impact load perpendicular to the plane of the wall for the design of a barrier wall required to protect the toll booth. My issue is that the lane size is restricted and I don't see how a vehicle could create a 124 kip load. I would believe it if I could use...
  8. SE2B

    Simple Joist Bearing Question

    In masonry construction, I have been told it is common practice to slope the bearing plates for joists using grout. (Allowing the joist to slope the typical 1/4 in/ft +/- and also providing a flat surface for them to bear on.) It makes sense to me, yet I can't find any documentation to prove...

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