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?
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Using STAADPRO for LRFD Concrete Design
- Thread starter edward1
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