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In This Section Bi-Directional Seismic Rigid Diaphragm Analysis (Bug 2282) Shearlines with Zero Capacity and Non-zero Shear Force (Bug 2211) Wind Uplift Loads over Openings (Bug 2132) Accidental Eccentricity Reference in Log File for Medium Rise Wind Loads (Bug 2295) |
See Also Version 8 Update to CSA 086-09 from CSA 086-01 CSA O86 Design Standard National Building Code of Canada Hold-down Types and Properties Deflection Analysis Shearwall Design Iterations Other Engineering Design Issues Load Generation Input and Output Installation and System Issues Service Releases 8.1 to 8.4 |
