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UmarMakhzumi

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UmarMakhzumi last won the day on October 2

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About UmarMakhzumi

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    Makhzumi

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    Male
  • Location
    Canada
  • University
    NUST, U of A
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    SEFP
  • Interests
    Structural Engineering, Ancient Engineering, Seismic, Retrofitting, Finite Element Analysis, Civil Engineering, Formula 1, Basketball, VB

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  1. Usama M started following UmarMakhzumi
  2.    Muhammad Hashim reacted to a post in a topic: Construction Of Special Moment Resisting Frame
  3.    Waqar Saleem reacted to a post in a topic: Need structural design engineering training.
  4. Tstruct started following UmarMakhzumi
  5. Sardar Abdul Saboor Khan started following UmarMakhzumi
  6. Maaz Khan started following UmarMakhzumi
  7. UmarMakhzumi
    You can find design of spread footings examples in typical concrete handbooks, like Nilson or Macgregor.
  8. UmarMakhzumi
    Atif, Please see this thread:
  9. UmarMakhzumi
    In this case, for lateral load resisting system, the system will work as braced frame since braced frame stiffness >> moment frame. The reason why you can’t find an example is that moment frame when provided with braced frame is just adding extra cost - it’s not needed and totally redundant.
  10.    UmarMakhzumi reacted to a post in a topic: long-period transition period in Etabs
  11. ZAMIRUL ISLAM started following UmarMakhzumi
  12. UmarMakhzumi
    For moment column, reinforcement can be higher at joint location.
  13. Ezz-Eldeen started following UmarMakhzumi
  14.    UmarMakhzumi reacted to a post in a topic: Vertical Irregularity 5A&5b
  15. Osamasohaib started following UmarMakhzumi
  16. UmarMakhzumi
    Interesting. Is level L2 basement roof or ground floor slab?
  17. UmarMakhzumi
    I don't have CSI Safe installed, but you if someone is providing you with a higher version file, you can ask them to export it in a neutral format and import it back using older version. Something similar is done for ETABS here, you can have a look here. Thanks.
  18. UmarMakhzumi
    AA Zeeshan, How are you? Apologies for late reply as I was setting up a few things for the forum. I don't have Safe installed so I can't check the attachments. However there are a few link that can help. Is the issue resolves yet? Can you share the error number if not and check out the links below. Best Regards, Umar https://wiki.csiamerica.com/display/safe/Import+ETABS+into+SAFE+FAQ
  19.    UmarMakhzumi reacted to a post in a topic: Importing from Etabs to Safe
  20. UmarMakhzumi
    Different people have different approach. You can follow the one in your office. The right approach might be looking at frame and the behaviour. For example if a deep beam spans between two shear walls, that beam will see a lot of action and releasing using modifiers might not be a good approach. Thanks.
  21.    UmarMakhzumi reacted to a post in a topic: How to design Concrete Pad / Strip footing for Steel Columns
  22. UmarMakhzumi
    Looks like the error is related to properties. Have a look at this thread as it has some resources on non-linear modelling of masonry struts. https://www.sepakistan.com/topic/1343-seismic-assessment-and-retrofit-design-masonry-infills-and-general/#comment-2625 Thanks.
  23. UmarMakhzumi
    Please see quoted reply above. Thanks.
  24. UmarMakhzumi
    You should search AISC Design Guide 1. It’s easily available on the internet. It is the best reference on steel column base plates. For concrete foundations, you can refer to text book like Nelson or McGregor. Hope this helps.
  25. UmarMakhzumi
    Hi Shazeb, To answer your question, it should be story drifts. Interestingly i attend webinar today on FEMA and it they went over a detailed example. Please see attached and follow it. Thanks. FEMA P-2012 DetailedExample1_2021-04-19.pdf
  26.    UmarMakhzumi reacted to a post in a topic: Load Pattern, Load Combination and Load Cases
  27.    UmarMakhzumi reacted to a post in a topic: My introduction
  28. lina started following UmarMakhzumi
  29.    G_Farooq reacted to a post in a topic: Steel beam to concrete column connection
  30.    Muhammad Zahid reacted to a post in a topic: Pin Support Or Fixed Support
  31.    Howard Roark reacted to a post in a topic: FEMA P-2012/2018 Assessing Seismic Performance of Buildings with Configuration Irregularities
  32.    Nawaz Qasim reacted to a post in a topic: Raft Modifier
  33.    EngrUzair reacted to a post in a topic: Is it in my head or is this forum too quite?
  34.    UmarMakhzumi reacted to a post in a topic: Bearing capacity
  35.    Engr Muhammad Imran reacted to a post in a topic: Minimum curing period As per ACI Code or any other code.
  36.    UmarMakhzumi reacted to a post in a topic: Minimum Reinforcement in Column!!!
  37.    UmarMakhzumi reacted to a post in a topic: Minimum Reinforcement in Column!!!
  38.    UmarMakhzumi reacted to a post in a topic: Engineering Education Vs Engineering Practice!!!
  39. UmarMakhzumi
    Apply to local offices. Islamabad has a lot of forms! Make sure you get sucked into a company that keeps you on u paid internships. Entertain paid jobs only. Apart from that, read code, books and literature. Good Luck. Thanks .
  40. UmarMakhzumi
    Good luck! I hope you did find something.
  41. UmarMakhzumi
    You should have notes from undergraduate design on way foundation design! Sorry didn’t check the attachments but refer your college notes and a text book in doubt. Thanks.
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