30 cms 30 cms 30 cms d = 80 cms A', As d',= 3cms 10 15 cms cms 30 cms Given a R/C beam with section dimensions as shown in the figure below. Calculate the ultimate moment resistance M₁ for the following two cases: (i) A's = 0.0, (ii) A's = 6 T20. For each, check the maximum reinforcement ratio or ductility requirements. Given: f'e = 210 kg/cm², fy=4200 kg/cm²; A, = 90 cm².
30 cms 30 cms 30 cms d = 80 cms A', As d',= 3cms 10 15 cms cms 30 cms Given a R/C beam with section dimensions as shown in the figure below. Calculate the ultimate moment resistance M₁ for the following two cases: (i) A's = 0.0, (ii) A's = 6 T20. For each, check the maximum reinforcement ratio or ductility requirements. Given: f'e = 210 kg/cm², fy=4200 kg/cm²; A, = 90 cm².
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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