FRAME BUILDER - VOL7 NO3 / 33 
and near the center hinge point of 
the lower and upper leaves. The 
wind trusses can be located either 
inside the building (typical) or 
exterior to the door. The exterior 
design is sometimes used on very 
large doors. Several bi-fold door 
suppliers indicate that roughly 
1/8 of the total wind on the door 
moves vertically and is resisted by 
the building header system. The 
remaining 7/8 of the wind load is 
transferred to the jamb columns 
via the previously described wind 
trusses. Since most of the wind 
load applied to a bi-fold door 
is transferred to the door jamb 
columns and the load is imposed 
at several points over the door 
height it is straight forward and 
slightly conservative to simply 
add half the door width to the 
tributary area of the jamb column 
for the height of the door. The 
wind imposed on the door will be 
modeled as a uniform line load 
when designing the jamb column. 
The same load distribution 
strategy can be used for both wind 
suction and pressure.
•	 Wind pressure for half the door 
width is applied as a line load to 
the jamb column.
•	 1/8 of the total wind load on the 
door is applied as a line load to 
the door header.
Note: The wind pressure 
distribution prescribed above is 
slightly conservative in that 12 
percent of the wind at the top of 
the door is applied twice, once to 
the head and again to the adjacent 
jambs. Bi-fold doors are latched 
to the door jambs just below the 
hinge point. The latches hold the 
door closed under suction loads. 
The latches apply point loads to 
the jamb column. However, it 
is simpler and conservative to 
distribute the suction pressure 
to the surrounding framing in 
a manner similar to that used 
for the pressure load case. Since 
suction forces rarely control jamb 
column design this simplifying 
distribution method will have 
little impact on design results.
Bi-fold Door — Operation Loads
A bi-fold door is a simple 
machine. Two half-height, full 
width panels are hinged together 
at the centerline and hinged to the 
building at the top. Tension straps 
located intermittently across the 
door width are wrapped around 
drums. The straps form the third 
side of a triangle. As they are 
wound, that side of the triangle 
shortens, the bottom door panel 
rolls up the jamb columns and the 
door opens. When a bi-fold door 
is stationary, the entire assembly 
can be assumed to be a rigid body.
The door weight can usually be 
assumed to be 6 psf for unlined 
un-insulated doors and 8 psf for 
lined insulated doors.
When the door is closed the door 
hangs from the upper hinges. 
Much of the door dead load 
is transferred via diaphragm 
action of the door slabs to the 
exterior hinge points and then 
to the supporting jamb columns. 
Though diaphragm action of the 
continued on page: 34
YOUR TOOLKIT FOR BUILDING EXCELLENCE
Photo Courtesy of Midland Doors 

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