Question: A plate girder section is shown in Fig. 4 . Assume S 2 3 5 steel. It is required to: ( 1 ) Determine the

A plate girder section is shown in Fig. 4. Assume S235 steel. It is required to:
(1) Determine the section classification
(2) Calculate Aeff
(3) Calculate the reduce modulus Ex if E=210GPa and Et=105GPa for strong axis buckling.
A plate girder section is shown in Fig. 4 .

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