When a wind uplift load is applied to an entire wall line, the uplift load did not appear over openings in elevation view, and the load over the openings was not distributed to the hold-down forces at the sides of the opening.
See Also
Load Distribution and Accumulation
Bi-Directional Seismic Rigid Diaphragm Analysis (Bug 2282)
Shearlines with Zero Capacity and Non-zero Shear Force (Bug 2211)
Accidental Eccentricity Reference in Log File for Medium Rise Wind Loads (Bug 2295)