frp- strengthinig
Posted: 16 May 2016, 06:19
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;
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;