A 1 2m 8 kN/m 2⁰ 10 kN/m 3m в
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Use the area-moment theorems to determine the smallest moment of inertia I
required for the beam shown so that its maximum deflection does not exceed the limit of
1/360 of the span length (i.e. ∆max ≤ L/360). EI is constant with E = 200,000 MPa.
Transcribed Image Text:A
m
2m
10 kN/m
8 kN/m/
2°
3m
B
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