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Continuous Beam Design Calculator — SFD, BMD & ACI 318 Check

Free continuous beam calculator: up to 6 spans, pinned/roller/fixed/cantilever supports, area or line loads — draws the shear force & bending moment diagrams, then sizes rebar and stirrups per ACI 318-19.

No signup · nothing uploaded · Free — unlimited use, everything runs in your browser; no structural model is uploaded

How it works

1

Define the spans

Up to 6 spans with individual lengths; remove spans to merge supports.

2

Set the supports

Pinned, roller, or fixed at each node — free ends create cantilevers.

3

Enter the loads

Area loads (psf × tributary width) or line loads (klf), plus optional point loads.

4

Read the diagrams

Beam elevation, SFD, BMD, reactions, and the governing load combination.

5

Size the concrete

Section dimensions and material strengths → rebar, εt, and stirrups per ACI 318-19.

Enter your spans, supports, and loads and this calculator solves the continuous beam with a real stiffness-method engine — not the simplified coefficient tables — then draws the shear and moment envelopes, reports every support reaction, and finishes with an ACI 318-19 reinforced-concrete design: required steel area per span and support, a suggested rebar pick, net tensile strain, and shear stirrups. Optional self-weight (150 pcf) is added to dead load automatically.

It handles what the quick-reference tables can't: unequal span lengths, cantilever overhangs, fixed ends, point loads anywhere on the beam, the ASCE 7 load combinations (1.4D, 1.2D + 1.6L + 0.5Lr, 1.2D + 1.6Lr + 1.0L), and — critically for continuous beams — ACI 6.4.2 live-load patterning, so the envelopes show the true worst case of every combination and skip-loading arrangement. Everything runs in your browser — no model data is uploaded.

Questions, answered

A beam that spans over more than two supports — for example a floor beam continuous over three columns. Continuity creates negative (hogging) moments over the interior supports and reduces the positive (sagging) midspan moments compared with a series of simply-supported spans, which is why continuous framing is more material-efficient.

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Need more than the free limit?

In PDFDepth, Engineering Mode reads the beam schedule and span callouts straight off the structural PDF, and the built-in Design Check runs the analysis on the drawing itself — no re-typing dimensions.

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