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Recent content by sagarmjadhav

  1. sagarmjadhav

    Difference between ASCE-07 and IS 1893-2002 Part I

    Hi guys, I am currently comparing ASCE-07 and IS 1893-2002 Part I ,and designing 12 storey building in both USA and INDIA as a part of my project.I want you guys to help me with some questions mentioned: 1) There is no provision in IS 1893 which states that for analysis we should use cracked...
  2. sagarmjadhav

    Etabs Seismic Mass

    Hey thanks.But I think base shear is still the function of the whole seismic weight of the structure.Etabs is giving the base shear as 60 kips less i.e(2105-2045).Is there any other options I need to check or define before I define the seismic load in the define menu. Also I have defined and...
  3. sagarmjadhav

    Etabs Seismic Mass

    Hi guys, Can any one help me with how to find Seismic weight of the structure.I have assigned Seismic load as a user defined coefficient(C) of 0.1 ,The seismic Mass source is Loads-DL+0.25LL.But when I run the file and check the results The base shear for earthquake load case is not equal to...
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