Hi Gabrielbobmarley, Hope all is well. Based on experience, prior to becoming a college professor, I worked for 35 as professional engineer involved in building many bridges.
Nasser Yari PhD, PE that doesn’t help a young engineer haha but thanks for posting the videos. If you can go through the analysis and design and maybe point out challenges that engineers face when designing structures. Thanks again . Great channel
Thanks for sharing! If you can make a video about steel factory with the span 35 m, with steel parameter setting for purlin, rafter, beam & column with AISC, is good for a students like me to learn more.
Sir, if the thickness of the concrete deck is 10in and the depth of the W18x97 section is 18.6 inches, the offset between the centroid of the cross beam and the centroid of the concrete deck will be 9.3+5= 14.3 inches, so why did you use a value of 18 inches? Thanks
Super video sir
Thank you for this video Sir.
Please do you have a video where you model the joints and do a load simulation of a bridges?
Thank you. Exactly what I was looking for.
Hello, do you apply any releases on the bars to create pinned connection or you let them fixed ? Thank you in advance for the answer.
Hi, its all pinned connected. At the beginning we used pin connection for the entire bridge.When selecting the truss all connection is pinned.
Hi Nasser, Great video. At 31:50 how did you know instability type 2 would be solved with cross bracings?
Hi Gabrielbobmarley,
Hope all is well. Based on experience, prior to becoming a college professor, I worked for 35 as professional engineer involved in building many bridges.
Nasser Yari PhD, PE that doesn’t help a young engineer haha but thanks for posting the videos. If you can go through the analysis and design and maybe point out challenges that engineers face when designing structures. Thanks again . Great channel
Thanks for sharing! If you can make a video about steel factory with the span 35 m, with steel parameter setting for purlin, rafter, beam & column with AISC, is good for a students like me to learn more.
Sir, if the thickness of the concrete deck is 10in and the depth of the W18x97 section is 18.6 inches, the offset between the centroid of the cross beam and the centroid of the concrete deck will be 9.3+5= 14.3 inches, so why did you use a value of 18 inches? Thanks
Sir, how can I take the report for this structure and how can I find the selected sections are okay.
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