A 10-ft long cantilever balcony is constructed of 2x12 Doug-Fir-Larch (DFL) joists. Determine the controlling load combination and corresponding load duration factor for moment and shear. (Hint: see...

A 10-ft long cantilever balcony is constructed of 2x12 Doug-Fir-Larch (DFL) joists. Determine the controlling load combination and corresponding load duration factor for moment and shear. (Hint: see NDS Supp. Appendix B2 for load combinations.) Each 2x12 carries:

dead load (DL = self-wt + decking = 50 psf, spaced at 2-ft on center),

snow (SL = 250 plf)

construction load (CL = 300 plf)