Without writing any equations and/or mathematical explanations, explain the flexural behavior aimed in design with the u
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Without writing any equations and/or mathematical explanations, explain the flexural behavior aimed in design with the u
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).
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