Flexural Resistance of RC
8 important questions on Flexural Resistance of RC
What assumption of longitudinal normal strains is used to determine flexural response of RC?
Why are tension stresses ignored when calculating flexural resistance?
CSA states that the maximum compression strain of a member in bending can be assumed to be 0.0035. Explain where this value comes from.
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An equivalent rectangular stress distribution is used to calculate the bending resistance of RC. What 2 aspects of this distribution is "equivalent" to the non-linear distribution?
- Distance c (multiplied by beta)
Why do the CSA equivalent rectangular concrete stress block factors vary with compression strength?
For grade 400 reinforcement, what is the limit of compression strain depth c as a ratio of d if the reinforcement is assumed to yield?
What is the typical value of the internal flexural lever arm as a ratio of the effective depth?
Why can a lightly reinforced T-beam be treated as a rectangular beam with a width equal to flange width?
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