Cracked Deflection Multiplier Formula:
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The cracked deflection multiplier calculates the increased deflection of concrete beams after cracking occurs. It accounts for the reduced stiffness of cracked concrete sections compared to uncracked sections.
The calculator uses the cracked deflection formula:
Where:
Explanation: The function f(ρ, f_c, E_c) represents the multiplier that accounts for the effects of reinforcement, concrete strength, and stiffness on deflection after cracking.
Details: Accurate deflection calculation is crucial for serviceability design of concrete structures, ensuring that deflections under service loads remain within acceptable limits for functionality and aesthetics.
Tips: Enter reinforcement ratio (dimensionless), concrete strength in MPa, elastic modulus in Pa, and initial deflection in meters. All values must be positive and valid.
Q1: What is reinforcement ratio?
A: Reinforcement ratio (ρ) is the ratio of the area of steel reinforcement to the effective concrete area in tension.
Q2: Why does deflection increase after cracking?
A: Cracking reduces the effective moment of inertia of the concrete section, decreasing stiffness and increasing deflection under load.
Q3: What are typical deflection limits?
A: Deflection limits vary by application but typically range from L/240 to L/480 for beams and L/360 for slabs, where L is the span length.
Q4: How does concrete strength affect deflection?
A: Higher strength concrete typically has higher stiffness (modulus of elasticity), which reduces deflection for a given loading condition.
Q5: When is cracked deflection analysis necessary?
A: Cracked deflection analysis is required when service loads exceed the cracking moment of the concrete section, which is common in most reinforced concrete design.