We changed all references to AF&PA (American Forest and Paper Association) in the software to refer to AWC (American Wood Council) only, as these organisations have parted company and only AWC continues the association with WoodWorks.
See Also
Engineering Design
Absolute Deflection Check (Feature 8)
Deflection Load Combinations from IBC 1604.3 (Feature 121)
Long Term Factor from NDS 3.5.2 (Changes 29-33, 34)
Deflection for Counteracting .6D + W Combination (Bug 2131)
Load Combination Description in Deflection Diagram (Bug 2134)
Additional Data Note for Live Deflection (Change 33)
Number of Deflection Points (Change 50)
Maximum Shear in the Span of Member Warning (Bug 2172)
Number of Shear and Bending Moment Points (Change 51)
Design Shear for Non-critical Supports in Shear Diagram (Change 56)
Shear Diagram with Notches (Change 57)
Notch Points of Interest (Change 55)
Removal of UBC (Change 61)
