C

Multi-Span Continuous Beam Design

Design RC continuous beams (2-5 spans, unequal lengths) per ACI 318-19 §6.5 moment coefficients and DPT 1008-61

ACI 318-19 §6.5DPT 1008-61Moment/Shear EnvelopesStirrup Schedule
Calculation results are decision-support tools. The design engineer must review and verify all results independently.

Span Configuration

Column or wall width at each support (used for clear span calculation)

Beam Dimensions

Applied Loads (Service)

Excluding beam self-weight (added automatically)

Materials & Design Code

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Multi-Span Continuous Beam

Set spans, loads, and materials, then click Design Continuous Beam to see ACI §6.5 moment coefficient results.