Help for steel stress check design

[Debian]

Hallo, sorry for my english, I write from Italy.
I would like to know: when I perform the check of the structure (i.e. a simple steel beam) I obtain a Total Ratio of 0,997 (= 0,000 + 0,997 + 0,000)
My bending moment is Mu33= -70,697Kip*in and (I do like this in Italy) if SMayor= 2,087 and Fy=50, I thing that Resisting Bending Moment Mrd = 2,087*50= 104,35Kip*in
So that Mu33/Mrd = 70,697/104,35= 0,677 Mmayor ratio

Why sap2000 give me Mmayor ratio= 0,997 ???

thanks very much for help

 

[Debian]

well, sorry:

Mu33/Mrd = 70,697/104,35=0,677*0,9(phi)=0,610 Mmayor ratio
but is always far away from 0,997 !

 

[par060]

you may want to check and make sure your design check is useing the same code or method that you are using by hand....factored loads vs. service loads

 

[phatso86]

could it be that when you check, you only consider moment about one specific direction? Perhaps the max ratio occurs at some other axes besides the principles