Without writing any equations and/or mathematical explanations, explain the flexural behavior aimed in design with the u
Posted: Wed Jun 08, 2022 7:23 am
Without writing any equations and/or mathematical explanations, explain the flexural behavior aimed in design with the use of "minimum tension steel pmin" in beams. When it should be used in design? With minimum flexural reinforcement, what is the mechanical rationale behind it? (5 lines maximum).