Describe the ductility of a reinforced concrete beam

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Reference no: EM13297251

a) How does increasing the yield stress of the tension reinforcement affect the nominal strength and ductility of a reinforced concrete beam? Why?

a) How does increasing the specified concrete strength affect the nominal strength and ductility of a reinforced concrete beam? Why?

What does over-reinforced mean? What does under-reinforced mean? Which is desirable and why?

How would your Moment-Curvature plot be affected if the amount of tension steel was doubled?

How would your Moment-Curvature plot from part a be affected if compression steel was added to the cross-section?

What is the significance of the yield moment?

Reference no: EM13297251

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