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Page 1: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 2: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 3: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 4: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 5: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 6: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 7: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 8: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 9: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 10: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 11: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 12: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

Page 13: United U-Li Marketing Pte Ltd · load applied as UDL for deflection criteria - Span / 200 441 221 58 Column Loading Data UI-3300 Unbraced Column height mm 250 500 750 1 000 1 250

STUDENTSFOCUS.COM VALLIAMMAI …...the girder acts at an eccentricity of 250 mm from the face of the column flange. Design bolted joint connecting the Tee-flange with the column flange

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ELASTIC-PLASTIC ANALySIS OF UNBRACED FRAMES · 2012. 8. 1. · ELASTIC-PLASTIC ANALySIS OF UNBRACED FRAMES---sl.! 1.0 ' .,;- by Sung-Woo Kim A Dissertation Presented to the Graduate

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