Bending Stiffness Formula:
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Bending stiffness (k_b) is a measure of a beam's resistance to bending deformation under applied loads. For a simply supported beam, it represents the force required to produce a unit deflection at the center of the beam.
The calculator uses the bending stiffness formula:
Where:
Explanation: This formula calculates the effective bending stiffness for a simply supported beam with a central point load. The factor 48 comes from the beam deflection theory for this specific support condition.
Details: Bending stiffness is crucial in structural engineering for determining deflection limits, vibration characteristics, and overall structural performance. It helps ensure that beams and structures can withstand applied loads without excessive deformation.
Tips: Enter modulus of elasticity in Pascals (Pa), moment of inertia in meters to the fourth power (m⁴), and length in meters (m). All values must be positive and non-zero.
Q1: What is modulus of elasticity (E)?
A: Modulus of elasticity, also known as Young's modulus, is a material property that measures its stiffness and resistance to elastic deformation under stress.
Q2: What is moment of inertia (I)?
A: Moment of inertia is a geometric property that quantifies how a beam's cross-sectional area is distributed relative to its neutral axis, affecting its resistance to bending.
Q3: Does this formula work for all beam types?
A: This specific formula with the 48 factor applies only to simply supported beams with a central point load. Other support conditions and loading scenarios have different formulas.
Q4: What are typical values for bending stiffness?
A: Bending stiffness values vary widely depending on material properties, cross-sectional geometry, and beam length. Steel beams typically have higher bending stiffness than wood or aluminum beams of similar dimensions.
Q5: How does beam length affect bending stiffness?
A: Bending stiffness decreases dramatically with increasing beam length (cubed relationship). Longer beams are much more flexible than shorter beams of the same cross-section and material.