Jump to content
Structural Engineering Forum Of Pakistan

ILYAS

Member
  • Content count

    67
  • Joined

  • Last visited

  • Days Won

    11

ILYAS last won the day on January 23

ILYAS had the most liked content!

1 Follower

About ILYAS

  • Rank
    Lieutenant

Profile Information

  • Gender
    Male
  • Location
    LAHORE
  • University
    UET LAHORE
  • Employer
    NOOR DURRANI ASSOCIATES
  • Interests
    STRUCTURAL DESIGN
  1. ILYAS

    Load Bearing Structure

    ACI 332
  2. 1-STRUCTURE DESIGN ENGINEER IS REQUIRED AT LAHORE WITH 3 -5 YEAR EXPERIENCED IN HIGH RISE BUILDINGS AND SHORING WORKS.PLEASE SEND YOUR CV AT ilyasniazi@ndapak.com.
  3. ILYAS

    Shoring works

    if anyone need helps in any kind of shoring works( soil nail wall,secant piles,contigous piles,strutting action,cantilever piles,anchor design,top down construction etc).please tell me so we can discuss here.
  4. ILYAS

    TUNNEL DESIGN

    plaxis 2D can be used but it it is very costly
  5. ILYAS

    moment of inertia in shear walls

    see the detail in ACI CODE and books as well
  6. ILYAS

    RC Embedded Columns

    model the column
  7. machine foundation (ACI351.2-10,ACI351.3-04). and for floor vibration ISO 2372
  8. ILYAS

    FOUNDATION DESIGN IN SAFE

    why 3D ? WHY NOT 2D?
  9. justified and reasonable practice as explained above the concept of equilibrium torsion
  10. ILYAS

    FOUNDATION DESIGN IN SAFE

    anaylsis of raft should be run with option 3D OR 2D?
  11. ILYAS

    FOUNDATION DESIGN IN SAFE

    anaylsis of raft should be run with option 3D OR 2D?
  12. ILYAS

    Shear Wall vs Column

    ACI 318-14 (page 43) defines a wall: vertical element designed to resist axial load,lateral load or both,with horizontal length to thickness ratio greater then 3.
  13. ILYAS

    Shear Wall vs Column

    length to thickness is greater then 3 so treat as wall
  14. ILYAS

    Shear capacity of Column

    factored shear force is determined from free body diagram obtained by cutting through the column ends,with end moments assumed equal to the nominal moments strengths
×

Important Information

By using this site, you agree to our Terms of Use and Guidelines.