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SSRC-1991%208216[1] · stress not affected by plate local buckling (Q — 1) and where the yield...

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Page 1: SSRC-1991%208216[1] · 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

Page 2: SSRC-1991%208216[1] · 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

Page 3: SSRC-1991%208216[1] · 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

Page 4: SSRC-1991%208216[1] · 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

Page 5: SSRC-1991%208216[1] · 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

Page 6: SSRC-1991%208216[1] · 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

Page 7: SSRC-1991%208216[1] · 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

Page 8: SSRC-1991%208216[1] · 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

Page 9: SSRC-1991%208216[1] · 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

Page 10: SSRC-1991%208216[1] · 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

Page 11: SSRC-1991%208216[1] · 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

Page 12: SSRC-1991%208216[1] · 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

Page 13: SSRC-1991%208216[1] · 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

Page 14: SSRC-1991%208216[1] · 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

Page 15: SSRC-1991%208216[1] · 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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