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Design Summary (Feature 138)

To allow you to identify walls and hold-downs that fail design without having to scan the full design results report, the program now includes a design summery. It appears in the Design Results report before the shear results for the first design case (just after the loads are output). In addition, the program alerts you with a pop-up message if any walls fail.

Message Box for Wall Failure

If any walls fail for any design case ( rigid diaphragm, flexible diaphragm, wind shear, wind C&C, seismic), the program shows a message box on the screen that gives the levels and he design cases that the failure occurs. It tells you to go to the Design Results or to see the highlighted walls in Plan View (see Feature 75, above)

Wall Failure Summary

For each design case (wind shear loads - rigid diaphragm, wind shear loads - flexible diaphragm, components and cladding wind loads - out-of-plane sheathing, components and cladding wind loads - nail withdrawal, seismic loads - flexible diaphragm, seismic loads - rigid diaphragm) the design summary either indicates that there were no under-capacity walls, or gives a list on each level of the names of the walls that failed.

Hold-down Failure Summary

For each design case (wind shear loads - rigid diaphragm, wind shear loads - flexible diaphragm, , seismic loads - flexible diaphragm, seismic loads - rigid diaphragm) the design summary either indicates that there were no under-capacity hold-downs, or gives a list on each level of the names of the walls that contained under-capacity hold-downs.

Table Menu Item

The Go to Table menu that appears when the Design Results are shown now includes an item for Design Summary.

See Also

Worst-case Design

Wall Design Groups (Feature 17)

Highlight of Failing Walls (Feature 75)

500mm Stud Spacing for Unblocked Factor (Feature 173)

Hold-down Offset Subtraction from Overturning Moment Arm (Bug 2731, Change 165)

Hold-down Force Accumulation Tolerance ( Change 169)

Non-convergence of Deflection-based Distribution to Segments (Bug 2770)

Uplift Loads on Walls with Openings (Bug 2744)

Verification of Stable Design in Final Design Check Iteration (Bug 2743)

Selection of Critical Segment in Design for Unknowns (Bug 2730)

Design for Distribution of Forces to Shearwall Segments Based on Rigidity

Output Warnings for Inadequate Stud Thickness for Hold-downs (Bug 2825)

Hold-down Stud Width for Capacity and Elongation (Bug 2826)

Levels and Directions for Out-of-Plane and Weak Storey Seismic Irregularities (Bug 2824)

NBC Terminology (Change 164)

Building Model and Program Operation