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Showing content with the highest reputation on 01/20/15 in all areas

  1. Mahnoor Khawaja
    https://www.aisc.org/content.aspx?id=796
    1 point
  2. Waqas Haider
    Assalam o alaikum... Can we model beam footing in safe? Please guide about procedure.
    1 point
  3. WR1

    Safe2014 Dead Load Case

    khalid reacted to WR1 for a topic

    Well it replicated self weight. Just delete it. Let me also just ask CSI ppl about this and update you later on.
    1 point
  4. WR1

    Problem In Etabs Design Summary

    khalid reacted to WR1 for a topic

    2- Upper columns will have higher moment and less axial force so more area of steel. Yes you could provide different reinforcement in upper and lower stories as per your design. 3-yes you have to check serviceability for beams. Code minimum thicknesses are "deemed" to be okay but its independent of loading magnitude. You can check long term deflection on actual loading in SAFE.
    1 point
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