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With the obtained value for the reinforcement calculation of the slab area covering the C2 column, you can proceed with the analysis.
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What does "Required Intensity" mean? How would you define "Provide Intensity"? And what is the connection between these two concepts?
Let's delve into the example of column C2. In the context of this column, "Required Intensity" refers to the calculated rebar area that is necessary to ensure sufficient reinforcement, as per the guidelines outlined in the "Building Code Requirements for Structural Concrete (ACI 318-14)" Design Code.
If you define a reinforcement and its range in the design software BDS (Building Design Suite) that falls below the specified "Required Intensity" value as per ACI 318-14, BDS will issue a warning indicating a failure, and the corresponding value will be highlighted in red.
We have designated the use of #6 rebar, spaced 4 inches apart, within the slab area corresponding to column C2. This configuration allows for a total area of 1,320 in^2/ft (square inches per feet) for the slab area of column C2.
For the slab design to be considered structurally sound, it is essential for the "Provide Intensity" value to be equal to or greater than the "Required Intensity" value. (1.320 in^2/ft > 1.229 in^2/ft)
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Why is the value different between Aecbolt Results and Required Intensity?
Answer: Punching Flexural rebar increase
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Why is the Safe Required Intensity value different from the Aecbolt Required Intensity value?
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