A 4m By using this formula A C ←c→B ·b· (a≤ b, c = √\b(L+a) 200kN 2m 0₂ B UKB 457 x 152x 82 Wac² 2LEI L+b L+a Wab L Wac ³ 3LEI B (at position c) (under load)
A 4m By using this formula A C ←c→B ·b· (a≤ b, c = √\b(L+a) 200kN 2m 0₂ B UKB 457 x 152x 82 Wac² 2LEI L+b L+a Wab L Wac ³ 3LEI B (at position c) (under load)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
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.
Steel: Section properties: I=366,000,000 mm4, E=2*(10)5 N/mm2

Transcribed Image Text:A
4m
By using this formula
A
C
K-c→B
b-
(a≤ b, c =√√b(L+a)
200kN
2m
03
-
=
B
UKB 457 x 152x 82
Wac²
2LEI
L+b
L+a
-N
Wab
L
Wac³
3LEI
(at position c) (under load)
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