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Use NSCP Table 5.7.2.1(a) – For fy = 414 MPa, simply supported slab: L/20, one end continuous: L/24, both ends continuous: L/28.

I understand you're looking for a PDF of (based on the 2015 NSCP ), specifically a 2021 edition or version.

“You’re using 0.65 for tied columns? Look again at the load combination. 1.2D + 1.0E – 0.2S. What’s ϕ for spiral? 0.75? No. Check Table 421.2.2. 2021 errata: ϕ = 0.70 for compression-controlled spiral columns. But your column is tension-controlled. So why are you in compression-controlled?”

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Simplified Reinforced Concrete Design 2015 Nscp Pdf 2021 [best]

Use NSCP Table 5.7.2.1(a) – For fy = 414 MPa, simply supported slab: L/20, one end continuous: L/24, both ends continuous: L/28.

I understand you're looking for a PDF of (based on the 2015 NSCP ), specifically a 2021 edition or version.

“You’re using 0.65 for tied columns? Look again at the load combination. 1.2D + 1.0E – 0.2S. What’s ϕ for spiral? 0.75? No. Check Table 421.2.2. 2021 errata: ϕ = 0.70 for compression-controlled spiral columns. But your column is tension-controlled. So why are you in compression-controlled?”