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Junaid Waheed

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  • Gender
    Male
  • Location
    Lahore, Pakistan
  • University
    University of Engineering and Technology, Lahore
  • Employer
    Communication and Works Department
  • Interests
    Structural Engineering

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  1. Junaid Waheed started following Badar (BAZ)
  2.    Badar (BAZ) reacted to a post in a topic: Long Term Deflection Check in 2 way slab system
  3. Junaid Waheed
    On checking the first option only that is for 2D plate, my long term deflection comes out to be 0.82 inches But when i check only the last option of ignoring the vertical offsets (set as default in Safe 2016) the deflection comes out to b 4.2 inches What could be the reason? Here, 2 way slab is modeled running in between the columns. Wall load of 9in thickess is applied on the light grey lines as shown on the image.
  4. Junaid Waheed
    Dear All, How to validate the long term deflection check in safe from ACI 318-14? Different calculated deflections are generated if we change the options in "Advance Modeling Options" The deflection check (L/480) gets passed if i check only the first option on "Advance Modeling Options" in Safe but it gets failed when the default is check i.e only the last option of ignoring the vertical offsets. Span is 26.75 by 26.75 LL=100psf SDL=60psf 1080lb/ft wall load is taken on the span as indicated on the image. Slab thickness is taken as 7.5in
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