Print data-sheet
Compute a wall solution employing the IZ 136-1988 C:
Specifications
section modulus
252.3 in³/ft
weight @ 60%
76.6 lbs/ft²
weight @ 80%
80.0 lbs/ft²
weight @ 100%
83.4 lbs/ft²
panel width
78.25 in
flexibility
+/- 20 °
interlock strength
11 kips
setting ratio
73.4 %
driving ratio
26.6 %
section depth
41.60 in
moment of inertia
5248.7 in4/ft
All dimensions given are nominal. Actual flange and web thicknesses vary due to mill rolling practices; however, permitted variations for such dimensions are not addressed.
Note: For definition of these terms, go to BallandSocket.US and click on a given term.