Beam and load cases Maximum Beam Deflection PL³ Smax 3EI
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve the following Beam Deformations formula using Double Integration Method
Transcribed Image Text:Beam and load cases
Maximum Beam Deflection
PL³
Smax =
3EI
Pa²(3L – a)
Smax =
6EI
wL+
Smax =
8EI
%3D
wL4
Smax =
30EI
ML²
Smax =
тах
2EI
MI²
8 =-
16EI
at the center
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