hoshang
Civil/Environmental
- Jul 18, 2012
- 479
Hi
Links
My first thoughts:
1- LTB of beams
2- Beam end plate connection with column web (without stiffener)
3- Absence of shear studs so the beams and concrete act as composite.
Links
My first thoughts:
1- LTB of beams
2- Beam end plate connection with column web (without stiffener)
3- Absence of shear studs so the beams and concrete act as composite.