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
Posted: Mon Apr 25, 2022 9:16 am
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