In some cases, the program crashed when designing a structure that has a non-shearwall and deflection design is enabled. This has been corrected.
See Also
Engineering Design
Wall Height at Gable Ends for Hold-down Force Calculation (Bug 2465)
Creation of Wall Groups due to Hold-down Data (Bug 2323)
Negative Jhd Factor for Hold-downs on All Walls (Bug 2445)
Inclusion of Gypsum Capacity for Tall Walls (Bug 2447)
Extraneous Message when Running a Design (Bug 2439)
Irregularity Check Warning (Change 110 – Version 8.1)
