Recent content by Jimmi6353

  1. Jimmi6353

    How to design Bolted connection for Monoroof truss placed on concrete column?

    How to design Bolted connection for Monoroof truss placed on concrete column? Any specific method or reference for design of such type of steel column connection, please share it.
  2. Jimmi6353

    Reinforce Cement Concrete RCC frame Structure design as per IS 456 and IS 3370

    Thank you sir
  3. Jimmi6353

    how to calculate cutting length of helix or spiral

    Length of helix = n √(c2+p2) How this formula come? Please explain it.
  4. Jimmi6353

    For a number of columns constructed in a rcjw, the type of foundation provided, is

    (D) Strip Raft is provided when the load are high with B.C. of soil is low and differential settlement possibility have. Strap footing is the footing which consists of two columns footing connected with beam. Strip footing is provided when no of columns are in single row and their individual...
  5. Jimmi6353

    The diameter of main bars in R.C.C. columns, shall not be less than

    Answer is (D) 12 mm Reference : As per IS 456:2000 column section notes
  6. Jimmi6353

    If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by

    Answer is (A). Refer : As per IS 456:2000 development length section equation
  7. Jimmi6353

    n a singly reinforced beam, if the permissible stress in concrete reaches earlier than that in steel, the beam section is called

    (B) Over reinforced section. Because failure of concrete is sudden so that is not allow as per design codes. Code said over reinforced section is not allow for design. If steel and concrete both fail at the same time it is balance section. If concrete fail first than it is over reinforced...
  8. Jimmi6353

    The minimum number of main steel bars provided in R.C.C.

    (D) all the above. All the options are correct as per IS 456.
  9. Jimmi6353

    Ground beam load information

    Which loads are act on ground beams? And how it is calculated?
  10. Jimmi6353

    Footing selection criteria

    My column load is near to 1000kN and SBC is 200kN/m2. Which is best footing Step footing or isolated slop footing?
  11. Jimmi6353

    Uniaxially and biaxial column design

    How we calculate moment for uniaxial and biaxial column design in x and z axis. We know the axial load but moment how we calculate
  12. Jimmi6353

    Foundation design load

    If we design foundation first then what load we assume for that?
  13. Jimmi6353

    Design engineer Job vacancy

    Hello everyone, My name is Jimit Shah. My qualification is BE civil. I have 3 years of working experience in different types of civil work. If any one have requirement of Civil Design engineer, I want to work on this post. Contact me on this number or email for more details 09624123215...
  14. Jimmi6353

    RCC design calculation

    I refer IS codes and find out wind load but I confused where and which elements design I used wind load value? That type of example I not found in any of the book .
  15. Jimmi6353

    RCC design calculation

    How to design RCC building with wind load consideration? Please share design calculation
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