code limitation of L/240. 3/ If maximum deflecti
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
1/ Calculate maximum deflection of the beams
2/ Check the suitability of the section assuming the code limitation of L/240.
3/ If maximum deflection doesn’t meet the code requirement, propose your solution
Transcribed Image Text:Span details
Beam clear span
Bearing length
Beam effective span
Bearing length
L₁ = 3.5 m
L₂ = 100 mm
Lef=L+ (2x (L/2)) = 3.6 m
w = 7.3 kN/m
3.5 m
Timber: E=8712 N/mm²
Bearing length
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