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shahid Mahmood

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shahid Mahmood last won the day on December 4 2018

shahid Mahmood had the most liked content!

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  • Website URL
    worldcentre.me

Profile Information

  • Gender
    Male
  • Location
    salwa
  • University
    BZU,Multan,Pakistan. M.Sc. Waterloo University
  • Employer
    Gulf Consult,Kuwait
  • Interests
    Structural Engineering

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Reputation

  1.    Bilal A reacted to a post in a topic: Column Rebar Layout
  2.    UmarMakhzumi reacted to a post in a topic: Column Rebar Layout
  3.    Ayesha reacted to a post in a topic: Column Rebar Layout
  4.    imranjam reacted to a post in a topic: Performance Based Seismic Design
  5.    Engr. Salman reacted to a post in a topic: Column Rebar Layout
  6. shahid Mahmood
    Good Day, Can you please share any web-link to get details about seismic design. Thanks
  7. shahid Mahmood
    In this case, you have to provide lap splices for column's lateral reinforcement please refer to ACI-318 2005 Item No. 7.10 page No. 87 for more details.... or check any latest version of ACI code. Thanks
  8.    shahid Mahmood reacted to a post in a topic: Absolute or relative deflection in ETABS
  9.    Omar Khalid reacted to a post in a topic: 3 Excel sheets (Singly Reinforced, Precast Hollow Core Slab, Water Retaining Concrete Structure)
  10. shahid Mahmood
    Good Morning, First, i want to pay my regards to the Admin of this page to build such a responsive platform for Structural Engineers. My question is : How we can distribute the BlockWork loads uniformly over the 2T prestressed slab during the design if I am doing manual calculations[or Spread Sheets], if we are going to use some software then we can reflect Block work as line loads...Please help me regarding this matter. Thanks Shahid Mahmood
  11. shahid Mahmood
    Thanks for sharing these valuable sheets ...
  12. shahid Mahmood

    Good Devening, 

    Your forum is really very helpful and informative, I just want to ask that what will be the Live Load we have to consider while designing the Car Park Ramp Slab and general parking space.

    Thanks and Regards

     

    Shahid Mahmood

    Contact No: +965 6999 8035

    www.worldcentre.me

     

    1. WR1

      WR1

      Please post in the main forum. Live loads for car parking is 2.5kpa. Please refer to codes for more details.

    2. shahid Mahmood

      shahid Mahmood

      Thank you very much for your reply.

  13. shahid Mahmood
    1) Refer to ACI 214R-02 Page No. 214R-9,10,11 and 13 2) Refer ACI 301M-99 3) Refer ACI 318 M-11 Page No. 74
  14.    UmarMakhzumi reacted to a post in a topic: Happy New Year
  15. shahid Mahmood
    Happy New Year to all friends and colleagues.
  16. shahid Mahmood
    Assalamu Alaikum, I really very happy to join this professional forum and I pay my regards to the FOUNDER of this forum who got this brilliant idea to share Structural Engineering knowledge. Today i want to take part in this good effort which is beneficial to all Engineering Community in Pakistan and abroad as well. Please find attached PDF file of ACI 318 M-14 which i want to share with all my friends and colleagues. Regards, Shahid Mahmood WCK,Kuwait *** Attachment Removed by Moderator ***
  17. shahid Mahmood

    How can i find out Short and long Term spectral response acceleration parameters for Kuwait. Kuwait is in Seismic Zone 1.

     

    Thanks

     

    Shahid Mahmood

    0096569998035

    1. Show previous comments  2 more
    2. shahid Mahmood

      shahid Mahmood

      Good Morning,

      How can i get this document, can u please guide me.

       

      Regards,

       

      Shahid Mahmood

    3. UmarMakhzumi

      UmarMakhzumi

      Please see the attachment.

      Thanks.

      Screen Shot 2016-12-20 at 1.22.19 PM.png

    4. shahid Mahmood

      shahid Mahmood

      Thank you very much.

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