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Structural Engineering Forum Of Pakistan

Engr Muhammad Waqar Attari

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    muhammad.waqar.attari

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  • Gender
    Male
  • Location
    Islamabad
  • University
    UET Lahore
  • Employer
    Arif Consulting Engineers
  • Interests
    Design of Structure

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  1. Engr Muhammad Waqar Attari
    Engr Muhammad Waqar Attari changed their profile photo
  2. Engr Muhammad Waqar Attari
    Dear Senior Members. Hope to see you smiling! I need complete tutorials of Dynamic analysis of ETABS. Plz help me.
  3. Junaid Farooq Janjua started following Engr Muhammad Waqar Attari
  4. Engr Muhammad Waqar Attari
    Hellow Everyone! If anybody has Eurocode I want to design a column and beam according to guidelines of said code.
  5. Engr Muhammad Waqar Attari
    Dear Concern, Have anybody data on risk assessment and health and safety policy on dam construction site.??
  6. Engr Muhammad Waqar Attari
    thanks ....
  7. Engr Muhammad Waqar Attari
    Should i do it... BC x 36 x 1
  8.    Engr Muhammad Waqar Attari reacted to a post in a topic: Assigning Line Spring In Etabs
  9. Engr Muhammad Waqar Attari
    Salam. I Want to assign soil property to plinth beams in etabs. How to define Line Spring property....????
  10. Engr Muhammad Waqar Attari
    Thanks Engr Uzair
  11.    Engr Muhammad Waqar Attari reacted to a post in a topic: Failure In Shear Wall
  12.    Engr Muhammad Waqar Attari reacted to a post in a topic: Failure In Shear Wall
  13. Engr Muhammad Waqar Attari
    Salam can we design an arch beam or semicircular beam in etabs...? etabs can take into account the behavior of arch...?
  14.    mhdhamood reacted to a post in a topic: Failure In Shear Wall
  15. Engr Muhammad Waqar Attari
    sir ryt nw i am trying with 15" thickness of wall. but i have also tries with 21" thickness but the problem remain the same..
  16.    Engr Muhammad Waqar Attari reacted to a post in a topic: Failure In Shear Wall
  17. Engr Muhammad Waqar Attari
    Seismic zone is 4
  18. Engr Muhammad Waqar Attari
    Salam.. i am designing a four storey frame structure having a spread area of 90,000 sft.. mega structure... drift and torsion in in allowable limits but shear wall are fails in shear.. what will be the reason...??/
  19. Engr Muhammad Waqar Attari
    salam. i am very happy to join this platform... can anybody help me , how to design a dome, share a design example or any data related to it..
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