Load Cases for Gable Roofs
Wind Exposure, Slope and Accumulation Factors for Load Cases in Figure A-4.1.6.9.
Notes to Table A-4.1.6.9.:
(1) Varies as a function of slope, α, as defined in Sentences 4.1.6.2.(5) and (6).
(2) The value of Cw for load case I is as prescribed in Sentences 4.1.6.2.(3) and (4).
(3) Case II loading does not apply to gable roofs with slopes of 15º or less, to single-sloped (shed) roofs, or to flat roofs.