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Posted: Tue Jan 20, 2004 9:32 am Post subject: [SEFI SEISMIC LOADING IN STAADPRO
Hello In continuation of our discussion on this topic I would like to inform to all that Staad pro 2003 have all parameters of IS 1893 2002 and it has option for calculation of time period by the formulas given by the code.
Hello Mr Hemant I would like to say that if we use master slave option for rigid diaphragm; Staad (including 2003) does not print axial forces in beams. Why it is so?
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