Catjacob
Civil/Environmental
- Nov 23, 2006
- 37
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...............