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Recent content by Ashok Sinha Karanam

  1. Ashok Sinha Karanam

    SAP2000 deflection error when bar is meshed or divided into parts

    Hi JoshPlum, It is an I section having span to depth ratio as 10.077. Other characteristics are as follows. Simply supported. Span 13.1m Material=STEEL Shape="I/Wide Flange" t3=1.3 t2=0.55 tf=0.025 tw=0.01 t2b=0.55 tfb=0.025 Area=0.04 TorsConst=5.97967083333334E-06...
  2. Ashok Sinha Karanam

    SAP2000 deflection error when bar is meshed or divided into parts

    Hi, To validate SAP2000 trail version v14.2.4, I have created a simply supported beam and assigned a pointed frame-load at its mid span. I got certain displaement, x1, which is precisely matching the value WL3/48EI. Now I had meshed the beam using a maximum mesh size of span/100 and then...
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