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sameersaleem

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sameersaleem last won the day on June 30 2016

sameersaleem had the most liked content!

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    Karachi
  • University
    NED
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    Gulf Consult Kuwait/Karachi

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  1. sameersaleem
    cheek punching perimeter safe is using
  2.    Ayesha reacted to a post in a topic: Deflection Control
  3. sameersaleem
    no reference it is based on judgement and experience.
  4. sameersaleem
    ABSOLUTE
  5.    Hira Malik reacted to a post in a topic: AREA LOADS ASSIGN ERROR IN SAP2000
  6. sameersaleem
    take the wall 0.1 mm thick and alter its mass and weight modifier to zero.
  7. sameersaleem
    change the code to AISC360-05 to lower version.
  8.    UmarMakhzumi reacted to a post in a topic: GLASS DESIGN IN ETABS 2015
  9. sameersaleem
    NO THERE WILL BE NO MODIFIER
  10. sameersaleem
    EXPORT THE TWO DIFFERENT LEVELS SEPARATELY THEN COMBINE THE BOTH BY EXPORTING ONE PORTION INTO THE OTHER WITH OPTION OF ADD TO EXISTING MODEL
  11.    ILYAS reacted to a post in a topic: GLASS DESIGN IN ETABS 2015
  12.    Hira Malik reacted to a post in a topic: GLASS DESIGN IN ETABS 2015
  13. sameersaleem
    CONSIDER THE SLAB AS SIMPLY SUPPORTED ON BEAMS AND CALCULATE THE MOMENT THEN CALCULATE THE REQUIRED THICKNESS OF GLASS BY COMPARING THE MOMENT WITH THE TENSILE STRENGTH OF GLASS (TENSILE STRENGTH OF GLASS WILL BE PROVIDED BY THE MANUFACTURER)
  14.    ILYAS reacted to a post in a topic: BLOCK masnoary wall in etabs 2015
  15. Sohaib Iqbal started following sameersaleem
  16. sameersaleem
    no need to model it just applied the load of masonry on beam
  17. sameersaleem
    I HAVE DONE THIS ON SAP THERE IS A TEMPLATE IN THE SAP TO CREATE SUCH MODEL
  18.    Juli reacted to a post in a topic: Etabs Frame Force Moment And Design Moment Differs !!
  19. sameersaleem
    not allowed by code 10.10.4.1 no modifier with area 1.0A
  20.    UmarMakhzumi reacted to a post in a topic: Autoselect List Rcc Frame Option
  21.    EngrUzair reacted to a post in a topic: Autoselect List Rcc Frame Option
  22. sameersaleem
    yes it is there in Etab 15.2.0 i have found it for both RCC wall And Columns
  23. sameersaleem
    this is because of high stiffness of internal columns which are attracting more moments which produces more elastic shear thats why middle columns have high shear value than the end columns.
  24. sameersaleem
    can you upload the model?
  25. sameersaleem
    dear waqar saleem do you know how the auto selection works? in etab
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