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  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

    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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