Deflection Equation:
From: | To: |
The deflection equation for a steel angle cantilever beam calculates the maximum displacement at the free end when a concentrated load is applied. This equation uses the minimum moment of inertia to account for the weakest axis of bending in angle sections.
The calculator uses the deflection equation:
Where:
Explanation: The equation calculates the maximum deflection of a cantilever beam with a point load at the free end, using the minimum moment of inertia to ensure conservative deflection estimates for steel angles.
Details: Accurate deflection calculation is crucial for structural design to ensure that beams and supports meet serviceability requirements and prevent excessive deformation that could affect functionality or cause failure.
Tips: Enter force in newtons, length in meters, modulus of elasticity in pascals, and minimum moment of inertia in meters to the fourth power. All values must be positive and non-zero.
Q1: Why use minimum moment of inertia for steel angles?
A: Steel angles have different moments of inertia about different axes. Using the minimum value ensures a conservative deflection estimate for the weakest bending direction.
Q2: What is typical modulus of elasticity for steel?
A: For most structural steels, E = 200 GPa (200 × 10⁹ Pa) is commonly used in calculations.
Q3: How do I find the minimum moment of inertia for a steel angle?
A: The minimum moment of inertia can be found in steel angle tables provided by manufacturers or standard engineering references, typically listed as I_min.
Q4: What are acceptable deflection limits?
A: Deflection limits vary by application but are typically L/240 to L/360 for beams under live load, where L is the span length.
Q5: Does this equation account for distributed loads?
A: No, this specific equation is for a concentrated load at the free end. Different equations are used for distributed loads or multiple point loads.