Tek-Tips is the largest IT community on the Internet today!

Members share and learn making Tek-Tips Forums the best source of peer-reviewed technical information on the Internet!

Register Log in
  • Congratulations JAE on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Search results for query: *

  1. joelperez

    Floor Slab for Pedestrian Loads

    Hi guys, I need to design and slab on grade for a facility where there's going to be only people walking around, do you have design guide about this case? Thanks in advanced
  2. joelperez

    ASCE 7-16 WIND LOADS

    I would have to do a calculation by hand to know the deflection because I aint modeling the walls
  3. joelperez

    ASCE 7-16 WIND LOADS

    The height of the ridge is 15ft and the eave height is 10ft
  4. joelperez

    ASCE 7-16 WIND LOADS

    Hi guys, I have the following question, I"m designing a steel portal frame structure that its going to be closed by masonry walls. This walls arent going to be attached to the steel structure so Im asking myself if the columns are going to be receiving any wind loads since they dont have any...
  5. joelperez

    Seismic Load for Silo

    Hi guys, I have to design a foundtaion for a circular steel silo and I need to calculate the seismic load, do you know a procedure for this kind of structure? Thanks in advance
  6. joelperez

    Two Way Shear

    Hi,dik and Agent666 these procedures that you mention are applicable for a flat slab supported by columns and a foundation that its going to be against the soil?
  7. joelperez

    Two Way Shear

    Can you provide me a document with this method?
  8. joelperez

    Two Way Shear

    Hi guys, I've been reading about how to calculate the Vu to check the Two Way Shear (Punching Shear) in foundations. By definition the punching shear is "The shear force, Vu2, consists of all the net upward pressure, qu , on the hatched area shown, that is, on the area outside the part tending...
  9. joelperez

    Seismic Resisting Elements

    Hi, the local building code from where I live states that every element that its part of the seismic force resisting system has to come from the foundations hence you can't have a seismic resisting element that begin in the 2nd floor slab. I was wondering if you guys know what does the ASCE 7-16...
  10. joelperez

    Minimum Bolt Diameter

    Hi GC Hopi, yes, that's what I'm talking about.
  11. joelperez

    Minimum Bolt Diameter

    King Regards, Does anybody know what's the minimum bolt diameter permitted by AISC due to environment extreme conditions?
  12. joelperez

    Green Roof

    HI, I'm analyzing a concrete slab with a green roof and I want to know if there is a normative that covers this kind of design loads. Thanks in advance.
  13. joelperez

    Wood Frame Connections Design

    Hi guys, can you please recommend me any design guide about wood frame connections with bolts? Thanks in advance.
  14. joelperez

    Maximum Static Wheel Load

    Got it, thank you!
  15. joelperez

    Maximum Static Wheel Load

    Thank you all. I've been reading the AISC Design Guide and the definition of maximum wheel load is exactly the one that you gave me @daveatkins and I was trying to do an analysis to get the same result but I dont know what I'm doing wrong because I'm getting a different number. These are the...
  16. joelperez

    Maximum Static Wheel Load

    Kind Regards, can somebody explain to me how the crane manufacturer calculate the maximum wheel load that appears on the crane's specs? Thanks in advanced.

Part and Inventory Search

Back
Top