Continuous Beam - Two Unequal Spans with Point Loads Central to Each Span

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Continuous Beam - Two Unequal Spans with Point Loads Central to Each Span

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Notation and Units

Metric and Imperial Units

Page last modified on: 04/07/2024 05:29:07

The above beam design and deflection equations may be used with both imperial and metric units. As with all calculations/formulas care must be taken to keep consistent units throughout with examples of units which should be adopted listed below:

Notation

  • FBD = free body diagram
  • SFD = shear force diagram
  • BMD = bending moment diagram

  • a & b = span length under consideration, in or m
  • M = maximum bending moment, lbf.in or kNm
  • P = total concentrated load, lbf or kN
  • R = reaction load at bearing point, lbf or kN
  • V = maximum shear force, lbf or kN