edward1
Geotechnical
- Dec 27, 2001
- 137
In order to design concrete using LRFD and STAADPRO, I was thinking of using the appropriate resistance factors and dividing them into the appropriate load factors to get a new load factor to use with existing Load Factor Design of concrete that STAADPRO uses. Until Bentley incorporates LRFD for concrete design in STAADPRO will this work?
