Cantilever Steel Beam Deflection Formula:
From: | To: |
Cantilever steel beam deflection refers to the displacement of a beam that is fixed at one end and free at the other under a uniform load. It's a critical parameter in structural engineering for ensuring structural integrity and serviceability.
The calculator uses the cantilever beam deflection formula:
Where:
Explanation: The formula calculates the maximum deflection at the free end of a cantilever beam subjected to a uniformly distributed load along its length.
Details: Accurate deflection calculation is crucial for ensuring structural safety, preventing excessive deformation, and meeting building code requirements for serviceability limits.
Tips: Enter all values in the specified units. For steel, the modulus of elasticity is typically around 200 GPa (2.0 × 10¹¹ Pa). Moment of inertia depends on the cross-sectional shape of the beam.
Q1: What is a typical modulus of elasticity for steel?
A: For structural steel, E is typically 200 GPa (200 × 10⁹ Pa or 2.0 × 10¹¹ Pa).
Q2: How do I calculate moment of inertia for different beam shapes?
A: Moment of inertia formulas vary by cross-section. For rectangular beams: I = (b × h³)/12, where b is width and h is height.
Q3: What are acceptable deflection limits?
A: Building codes typically limit deflection to L/240 to L/360 for live loads, where L is the span length.
Q4: Does this formula work for other materials besides steel?
A: Yes, but you must use the appropriate modulus of elasticity for the specific material.
Q5: What if the load is not uniform?
A: Different formulas exist for point loads, triangular loads, and other load distributions.