Figure below shows compression SX(top) on top plates of the deck at the pylon. The stresses in the centre of deck is biggest -13.6MPa at the pylon as the expecting accumulation forces from the cable horizontal components. However, the stresses are not constantly increase towards the pylon because of arrangement of the cross plate and the cross-plate-cable supported below. These cross plates, in turns of 15 and 12mm thickness, yielding a different supported stiffness below the top plate, and make the stress distribution on the top plate more complicated than immediately expecting. On the other hand, the stresses shown closer to the two cable plan are bigger than the one above the cross plate. They are about 17.8 to 20.0MPa. It is mainly because the node values are take between the two supported cross plates, where additional compressions are found from local deformation of the top plates of 7.5m span.
Figure: SX(Top) values at top plate above the cross plates at the pylon (kN/m2) |