34 / FRAME BUILDER - VOL7 NO3 RESEARCH & TECHNOLOGY door slabs will distribute the dead load toward the jambs, this is not typically acknowledged in the design process. Rather, the entire weight of the door is applied as a uniform line load to the head assembly. This is conservative and accounts for loads that will be transmitted to the head assembly as the door opens. Each jamb column must be designed to support half the dead weight of the door applied at the elevation of the upper hinge. As the door opens the weight of the door begins to move away from the building wall. This causes eccentricity in the rigid body door assembly. This eccentricity causes the door to want to pull out of the door opening. A force couple develops to counter this force. The eccentric deadload and the resisting force couple are at the maximum when the door is fully open. Eccentric couple = W x H/4 Resisting couple = F x X W = door weight (lbs) = 6 psf x width (ft) x height (ft) - (Use 8 psf if the door is lined) H = door height (ft) (Not opening height. Distance from floor to hinge line.) X = distance from hinge line to rollers (Roller location in the fully open position is typically top of door opening but can be lower with some specialty door assemblies.) F = Force of resisting couple Solving: F = WH / 4X The force couple is shared equally by both jamb columns. Each jamb also supports half the dead weight of the door. Mono-fold Door — Wind Load Similar to bifold doors, MWFRS pressures will be used when designing the framing required to support mono-fold doors. Positive and negative wind load applied to a mono-fold door is transferred through the sheathing to light horizontal tubes that act as girts. The light tubes frame into heavy vertical tube framing. The vertical framing is spaced roughly 10 feet on-center. The vertical frames transfer the load down to the wind truss located at the bottom of the door and up to the header attached to the building frame located at the top of the door opening. Mono-fold doors require special load cases for wind pressure and suction forces. continued from page: 33 THE OFFICIAL NFBA MAGAZINE
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