Thank you for the explanation. I was wondering 21:27 How is that K4 dissapears from the equations and Also Es appears in the numerator in the final theoretically correct equation?
Thank you for your video. I have a question and I hope I can receive your response. For RC beam (Non- Prestressing beam) , Do i have to check effect of Shear to longitudinal reinforcement at critical section (AASHTO LRFD 5.7.3.5-1).
Thanks David, your channel is the best concrete lectures that I can find in Internet
Thank you for the explanation. I was wondering 21:27 How is that K4 dissapears from the equations and Also Es appears in the numerator in the final theoretically correct equation?
Thank you for your video. I have a question and I hope I can receive your response.
For RC beam (Non- Prestressing beam) , Do i have to check effect of Shear to longitudinal reinforcement at critical section (AASHTO LRFD 5.7.3.5-1).