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Showing content with the highest reputation on 04/30/15 in all areas

  1. Hi All, Please tell us that how did you hear about us? Was it through google search, facebook ads or word of mouth. The information is important as it helps us devise the yearly advertisement strategy. Thanks.
    2 points
  2. You can enroll at ostruc.com I think the first 25 enrollments are free. Enroll now and you may get free membership to all lectures. I don't know of any institutes in Islamabad that could teach you structural softwares. Thanks.
    1 point
  3. Dear engineer; thank you so so so much it was very useful Regards
    1 point
  4. Waqar, There are a bunch of tools that you can use to compare two text files, spot the difference and change accordingly. Compare the old and newer version of SAFE or any file and change the headers accordingly. https://www.google.ca/webhp?sourceid=chrome-instant&ion=1&espv=2&ie=UTF-8&safe=active&ssui=on#q=text+File+comparison+tools&safe=active&ssui=on Thanks.
    1 point
  5. Mohammad, Width or extent of this thicker area will generally depend upon the following: a. Punching shear value. Width of thicker area in this case may be less than standard width of column strip in the relevant direction. For discussion regarding slab or mat strips, you may refer to the following thread: http://www.sepakistan.com/topic/1642-slab-design/ b. Site requirement e.g., sloping area where mat is to be provided at two different levels. Regards.
    1 point
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