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)
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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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)
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