1、Revisions and Errata List AISC Steel Design Guide 20, 1stPrinting (Printed Copy) October 15, 2012 The following list represents corrections to the first printing of AISC Design Guide 20, Steel Plate Shear Walls. Page(s) Item 76 The right column, lines 2 through 12, should be replaced with: For fille
2、t-welded connections, the required weld size at the HBE can be expressed as: For LRFD 1.5cos( ) 20.6 1 0.5cos ( )yy wHBEEXXRF twF (3-86) For ASD 1.5cos( ) 21.5 0.6 1 0.5cos ( )yy wHBEEXXRF twF The required weld size at the VBE can be expressed as: For LRFD 1.5sin( ) 20.6 1 0.5sin ( )yy wVBEEXXRF twF (3-87) For ASD 1.5sin( ) 21.5 0.6 1 0.5sin ( )yy wVBEEXXRF twF
