Figure A7.3 shows a 16.0 m simply supported plate girder in S275 steel which is subject to two design point loads of 100

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Figure A7.3 shows a 16.0 m simply supported plate girder in S275 steel which is subject to two design point loads of 100

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Figure A7 3 Shows A 16 0 M Simply Supported Plate Girder In S275 Steel Which Is Subject To Two Design Point Loads Of 100 1
Figure A7 3 Shows A 16 0 M Simply Supported Plate Girder In S275 Steel Which Is Subject To Two Design Point Loads Of 100 1 (34 KiB) Viewed 23 times
Figure A7.3 shows a 16.0 m simply supported plate girder in S275 steel which is subject to two design point loads of 1000 KN. The sizes of the flange and web plates are 400 mm x 40 mm and 1500 mm x 10 mm respectively. Calculate the buckling resistance of the stiffened web at point D if a pair of 100 mm x 10 mm plates (one on each side of the web) in s275 steel is used as transverse stiffeners. 1000KN 1000 KN B с D E F G п > > 6.0 m -4.0 m 6.0 m Figure A7.3
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