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RC Slab Flexural Design

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Calculate required slab reinforcement per ACI 318M-19. Input your design parameters and get steel area, bar suggestions, and safety checks.

RC Slab Flexural Design

As required
As min (shrinkage)
a — Stress Block (mm)
Status

Suggested Reinforcement

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How to use RC Slab Design

  1. Enter concrete compressive strength f'c and steel yield strength fy.
  2. Enter the ultimate design moment Mu in kN·m per meter width.
  3. Enter the strip width b (typically 1000mm for slabs), effective depth d, and total thickness h.
  4. Review the required steel area, minimum steel, and neutral axis depth.
  5. 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.

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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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