frp- strengthinig

[zthaer]

dear all;
how i could see the enhanced section capacity in term of shear for a retrofitted beam ?
i cant see any modification in the shear capacity after retrofitting a beam with 0.001 of sheet using both method:
1- in section module : introducing the FRP jacket
2- as a hollow rectangular section
any quick help please;
beat;
Thaer;

[z.gronti]

Dear Thaer,

If you carry out a search on this forum you may find a number of posts on this matter.
I think that the topic below might also help you
http://www.seismosoft.com/forum/viewtop ... ion#p10985