Seismosoft | Earthquake Engineering Solutions

Dear seismosoft team

I noticed that the elastic properties of a cross section e.g. CHS114x3.2 mm calculated with seismostruct deviate from those calculated by hand.

The modulus of elasticity for steel is 210x10^6 Kpa, the other properties depend on the cross section, the units in kN & m and decimal numbers are separated by commas.

Unfortunately I cannot verify the results. Could you please check them?

I am attaching my calculations.

https://ln5.sync.com/dl/65720def0#j8y2x ... b-uxvejtbw

Thank you very much in advance.

I forgot to mention that as material I chose steel S235 Ramberg-Osgood with Yield strength Fy=235000 kPa

Dear dfd,

Indeed there is a bug in the Ramberg-Osgood model, which will be fixed in the upcoming release. Thank you for reporting it.