Print data-sheet
Compute a wall solution employing the IZ 141-1953 C:
Specifications
section modulus
260.8 in³/ft
weight @ 60%
78.1 lbs/ft²
weight @ 80%
81.5 lbs/ft²
weight @ 100%
85.0 lbs/ft²
panel width
76.90 in
flexibility
+/- 20 °
interlock strength
11 kips
setting ratio
67.2 %
driving ratio
32.8 %
section depth
37.80 in
moment of inertia
4929.2 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.