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Design reinforced concrete beams with moment and shear diagrams
Cost-optimized
UDL 8.5 kN/m, 6 m span
High performance
UDL 12 kN/m + 20 kN at midspan
Fast construction
UDL 9 kN/m + 15 kN near the end
Actual column or wall width at the support. Anchorage cannot be checked without it.
Beam span 6.00 m — typical range 5–15 kN/m; recheck units if above 20
Service loads (unfactored) — Enter unfactored service loads. The engine applies the code load factors for strength design and keeps the unfactored loads for deflection and crack checks.