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  • Users: 5747hazel
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  1. 5747hazel

    Repair of existing

    I copied section 405.2.3.1 for evaluation from IEBC as below "405.2.3.1 Evaluation. The building shall be evaluated by a registered design professional, and the evaluation findings shall be submitted to the code official. The evaluation shall establish whether the damaged building, if...
  2. 5747hazel

    vertical pump foundation

    I am going to do a vertical pump foundation by a reservoir. This is my first time. Anyone can provide a set of goby drawing for me or direct me to some kind of website? Thanks a lot
  3. 5747hazel

    engineering cost

    Hi everyone How much do we charge for steel shop drawings? the engineer only does the connection design. basically I want to know how we figure out how much the engineer who does the shop drawing should get paid. Thanks
  4. 5747hazel

    indemnifation

    I am currently working for a shop that is not registered to provide engineering services to public. and I am the only PE in the shop. and the employer does not carry any E&O policies and refuses to purchase one for me. I am debating if I should let the shop hire my LLC or me personally. below is...
  5. 5747hazel

    ethics

    here are is a situations I might run into say as an engineer you are hired by a employer who doesn't have a license to provide engineering services to public. the employer never ask you to provide any engineering services to public under the employer's name. but some time the employer would ask...
  6. 5747hazel

    warehouse

    what is the best program for warehouse design that can do tapered buildup sections and connections. Thanks a lot
  7. 5747hazel

    uniform load

    how much dead load in psf do you guys consider for mechanical duct allowance and sprinklers in an apartment building? also out of the 40psf floor live load in residential how much do you consider as sustained. I read somewhere online saying 40 psf is way conservative recently but couldn't find...
  8. 5747hazel

    structural integrity of perimeter beams.

    should the perimeter grade beams follow the same structural integrity requirement stipulated by ACI 318?
  9. 5747hazel

    lpile

    Can L pile calculate reinforcing for concrete pile with a circular section? Thanks
  10. 5747hazel

    light gauge framing

    I posted a question in one of the forum but for some reason it was deleted. I don't know who did it. now I am asking it again. Does anybody have any experiences of framing a whole multistoried building with cold formed? what program do you use? Thanks

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