List of Contributions

Thanks for your response. I'm afraid I "jumped the gun" and fired off a question due to a lack of understanding. I was following an FHWA design GoBy calc for some repairs, and they did not consider the composite section of bridge girder, only steel girder properties, and so I assumed that was how ...

Hi, I'm new to ASCE association and hope it's "ok" to ask questions related to other structural standards besides say ASCE 7 for example, but something I'm currently working on is bridge repairs and I'm doing basically some load rating calcs for the first time. I noticed the AASHTO spec only ...