RC Slab Flexural Design
NEWCalculate required slab reinforcement per ACI 318M-19. Input your design parameters and get steel area, bar suggestions, and safety checks.
RC Slab Flexural Design
Suggested Reinforcement
How to use RC Slab Design
- Enter concrete compressive strength f'c and steel yield strength fy.
- Enter the ultimate design moment Mu in kN·m per meter width.
- Enter the strip width b (typically 1000mm for slabs), effective depth d, and total thickness h.
- Review the required steel area, minimum steel, and neutral axis depth.
- Check the status (Tension-Controlled = safe) and choose from suggested bar arrangements.
What is RC Slab Design?
This tool performs singly-reinforced concrete slab flexural design according to ACI 318M-19. It calculates the required tension steel area using the rectangular stress block method, checks minimum steel requirements (including temperature/shrinkage steel), and verifies the section is tension-controlled per ACI requirements.
The tool suggests practical bar sizes and spacings that meet the required steel area, helping you quickly select constructible reinforcement layouts.
FAQ
- What code is this based on?
- ACI 318M-19 (metric). Uses the rectangular stress block method with β₁ per ACI Table 22.2.2.4.3, φ = 0.9 for tension-controlled sections, minimum steel per ACI §9.6.1.2, and temperature/shrinkage steel per §24.4.3.2.
- What does 'Tension-Controlled' mean?
- A tension-controlled section fails by steel yielding before concrete crushing, which is ductile and desirable. The tool checks that the neutral axis depth is within the tension-controlled limit per ACI.
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