SLTA
Structural
- Aug 11, 2008
- 1,641
Ok EnerCalc users: in the wood beam design module, there's a place where you can change Cm (the wet service factor). But, in the NDS, Cm varies with the design value you're using - it's different for Fb, Fv, etc. So what do I put in the Cm spot? Do I change it to check bending, then shear, then...?