Steel Orthotropic Deck Design
Steel Orthotropic Deck Design
(OP)
Can anybody give me some guidance about the design of orthotropic deck design to BS 5400:3?
I have a look at 9.10.2 which deals with the design of stiffened flange and it seems that effect of buckling of the steel plate is not taken into accout...............
I have a look at 9.10.2 which deals with the design of stiffened flange and it seems that effect of buckling of the steel plate is not taken into accout...............





RE: Steel Orthotropic Deck Design
Regards,
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