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Structural Engineering Forum Of Pakistan

Osama Anwar

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Topics posted by Osama Anwar

  1.  

    Guide for Response Spectrum Analysis

    By Osama Anwar, in Seismic Design

      
    • 1 reply
    • 1,235 views
  2.  

    Considering Purlin as a Lateral brace for Beam

    By Osama Anwar, in Steel Design

    • 1 reply
    • 1,732 views
  3.  

    Cross Bracing + Moment Resisting frame

    By Osama Anwar, in Steel Design

    • 2 replies
    • 1,153 views
  4.  

    Slab parameters for Open Grid Steel Flooring in ETABs

    By Osama Anwar, in Seismic Design

      
    • 5 replies
    • 4,109 views
  5.  

    Torsion Releases For Balconies

    By Osama Anwar, in Concrete Design

      
    • 17 replies
    • 6,298 views
  6.  

    Max Percentage of steel in Columns

    By Osama Anwar, in Concrete Design

      
    • 5 replies
    • 8,768 views
  7.  

    Lap Splice Length Exceeding too much

    By Osama Anwar, in Seismic Design

      
    • 0 replies
    • 1,374 views
  8.  

    Guidance with regard to the detailing of beam in seismic zone

    By Osama Anwar, in Seismic Design

    • 8 replies
    • 8,022 views
  9.  

    Insertion Points and End Length Offsets in ETABs

    By Osama Anwar, in Concrete Design

      
    • 2 replies
    • 9,804 views
  10.  

    SMRF Stringent Beam Depth Condition

    By Osama Anwar, in Concrete Design

      
    • 1 reply
    • 1,560 views
  11.  

    Zero Concrete Shear Strength in ETABs

    By Osama Anwar, in Software Issues

      
    • 4 replies
    • 9,045 views
  12.  

    How to apply line load on slabs?

    By Osama Anwar, in Concrete Design

      
    • 6 replies
    • 7,144 views
  13.  

    Opening in SMRF at Beam/Column Joint.

    By Osama Anwar, in Seismic Design

      
    • 8 replies
    • 3,013 views
  14.  

    (6/5) Beam/Column Capacity Ratio Adjustment

    By Osama Anwar, in Seismic Design

      
    • 2 replies
    • 9,473 views
  15.  

    Design of Plinth Beams in ETABs

    By Osama Anwar, in Concrete Design

      
    • 4 replies
    • 4,678 views
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