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Recent content by Junior1234

  1. Junior1234

    Steel Question Moment capacity Please help

    Hi Everyone really appreciate the responses, I should have been more clear though, the column is only experiencing lateral force Case 1 Portal Frame, Column is pin on the ground, fixed connection to beam, lateral force, moment is max at the top where the connection to the beam is, do i use Mb...
  2. Junior1234

    Steel Question Moment capacity Please help

    Hi Everyone, This question may seem stupid but i hope someone is willing to help Pin end cantilever column with a fixed connection on top (portal frame column, results in moment at the top. Is the moment capacity at the top connection Ms and therefore i dont need to consider the effective...
  3. Junior1234

    1170.0 Question

    In 1170.0 table c1 under roof support elements it specifies a element as "roof elements that support brittle claddings". I cant find in the standard what they consider as brittle. Seems like a broad term. Can anyone help?
  4. Junior1234

    Warehouse Roof/rafters

    Hi Everyone, Does anyone know any books or resources to gain knowledge for the most cost effective warehouse roof type designs depending on the span and spacing. Any advice on what the most cost effective lean steel design for roof, 28m span, 1.6 head room for truss or rafter (accounting for...
  5. Junior1234

    Cathedral roof

    Hi Dhengar, thanks for giving me a typical builder response, would you pretend to be an engineer and tell me how what calculation checks must be done thanks mate
  6. Junior1234

    Cathedral roof

    Hi eng tips family Im dealing with a 45 degree pitched roof. How do i design the wall to resist the thrust. The wall is a standard stud wall 90x45 @450cc Please let me know if there are any australian standard code sections i can refer to Thank you all
  7. Junior1234

    Slab Run

    any free software that yo know of @steveh49
  8. Junior1234

    Slab Run

    alright ill go into more detail hopefully this will make more sense theres the uploaded image. The highlighted area is where i want the imaginary support to be. What im aiming for is the cantilever portion loads at the bottom gets pulled in the vertical run, then the horizontal run pulls it...
  9. Junior1234

    Slab Run

    imaginary supports as locations in a slab strip direction picked up by the other direction?
  10. Junior1234

    Slab Run

    Hi All, Just a question about a one way nominal width slab run In the run i have imaginary supports which are picked up in the run going perpendicular My question is how much load (self weight, live load and deadload) should be considered before the run is stiff enough to be considered to...
  11. Junior1234

    Balustrades

    Hi Eng-tips family does anyone know where to find balustrade deflection limits on the australian standard kind regards,
  12. Junior1234

    Waler and bearer

    Hi Eng-tips family, Can someone please explain to me the difference between a waler and a bearer. Kind Regards, An aspiring structural engineering
  13. Junior1234

    Saw Cuts

    Thank you Retrograde!
  14. Junior1234

    Books

    Thank you everyone for their answers
  15. Junior1234

    Strand7

    In that case, considering everyone has agreed that putting a certain number of straight elements to form a curve is a satisfactory way to model out the curved member my follow up questions are - what type of restraint would the nodes between the straight members be (how would i make sure strand...
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