div class=ts-pagebuttonPage 1button div class=ts-image amp-img class=ts-thumb alt=Page 1: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails1jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 2button div class=ts-image amp-img class=ts-thumb alt=Page 2: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails2jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 3button div class=ts-image amp-img class=ts-thumb alt=Page 3: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails3jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 4button div class=ts-image amp-img class=ts-thumb alt=Page 4: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails4jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 5button div class=ts-image amp-img class=ts-thumb alt=Page 5: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails5jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 6button div class=ts-image amp-img class=ts-thumb alt=Page 6: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails6jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 7button div class=ts-image amp-img class=ts-thumb alt=Page 7: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails7jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 8button div class=ts-image amp-img class=ts-thumb alt=Page 8: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails8jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 9button div class=ts-image amp-img class=ts-thumb alt=Page 9: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails9jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 10button div class=ts-image amp-img class=ts-thumb alt=Page 10: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails10jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 11button div class=ts-image amp-img class=ts-thumb alt=Page 11: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails11jpg width=142 height=106 layout=responsive amp-img divdivdiv class=ts-pagebuttonPage 12button div class=ts-image amp-img class=ts-thumb alt=Page 12: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always 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class=ts-pagebuttonPage 15button div class=ts-image amp-img class=ts-thumb alt=Page 15: SSRC-1991%2082161 · stress not affected by plate local buckling Q — 1 and where the yield stress reduced to QF as required In the AISC Specification Flexural buckling always src=https:reader033vdocumentsmxreader033viewer20220422105eade2d6b0b4ed59512617cbhtml5thumbnails15jpg width=142 height=106 layout=responsive amp-img divdiv