peppiniello
Structural
- Oct 16, 2001
- 32
hithere,
any suggestions on how to design reinforcement with FRP
i have:
r/c 25x50 cm emerging beam,
the slab thickness is 20cm
no rotations are allowed at both endings
span loading 3 t/m
beam lenght 6m
the existing reinforcement is only 50% than required
thanks
any suggestions on how to design reinforcement with FRP
i have:
r/c 25x50 cm emerging beam,
the slab thickness is 20cm
no rotations are allowed at both endings
span loading 3 t/m
beam lenght 6m
the existing reinforcement is only 50% than required
thanks