Beam Deflection Equation:
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The beam deflection equation calculates the maximum deflection (δ) of a simply supported wood beam under uniform load. This is important for ensuring structural integrity and serviceability of wood framing members.
The calculator uses the beam deflection equation:
Where:
Explanation: The equation calculates the midspan deflection of a simply supported beam with uniformly distributed load. The 5/384 factor comes from the integration of the bending moment equation.
Details: Deflection limits are often more critical than strength requirements in wood design. Excessive deflection can cause cracking of finishes, poor drainage, or uncomfortable floor vibrations.
Tips: Enter all values in consistent units (w in plf, L in ft, E in psi, I in in4). Typical E values for wood range from 1,000,000 to 1,800,000 psi depending on species and grade.
Q1: What is a typical deflection limit?
A: For floors, L/360 is common. For roofs, L/240 or L/180 may be used depending on the application.
Q2: Does this work for concentrated loads?
A: No, this equation is for uniform loads only. Different equations exist for concentrated loads.
Q3: What affects modulus of elasticity (E)?
A: Wood species, grade, moisture content, and duration of load all affect E values.
Q4: How do I find moment of inertia (I) for a wood beam?
A: For rectangular sections, I = (b × h³)/12 where b is width and h is depth. Standard lumber I values are published in tables.
Q5: Does this account for creep deflection?
A: No, this calculates immediate elastic deflection. Wood exhibits time-dependent creep deflection under sustained loads.