04-20-2010, 10:46 AM
HI friends,
I'm working on box girder bridge with external prestressing on sap 2000 v14.I have problem ,how external prestressing tendons to be drawn through the box girder ,and anchored on end pier section,
I dawn tendon from inside of the girder and used profile as trapezoidal (In bride wizard ) but the stresses in end section are shown zero ,the stresses should be higher in this section .
please help me on this topic.
thank u in Advance.......
I'm working on box girder bridge with external prestressing on sap 2000 v14.I have problem ,how external prestressing tendons to be drawn through the box girder ,and anchored on end pier section,
I dawn tendon from inside of the girder and used profile as trapezoidal (In bride wizard ) but the stresses in end section are shown zero ,the stresses should be higher in this section .
please help me on this topic.
thank u in Advance.......