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. A † UKB 457 x 152x82 Steel: Section properties: I=366,000,000 mm² E=2*(10)5 N/mm² 4m 200kN W 2m Please use this formula below, thank you K-c→B *a* a ≤ b₂ c=√√b(L+a) b, Wac³ 3LEI (at position c)
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. A † UKB 457 x 152x82 Steel: Section properties: I=366,000,000 mm² E=2*(10)5 N/mm² 4m 200kN W 2m Please use this formula below, thank you K-c→B *a* a ≤ b₂ c=√√b(L+a) b, Wac³ 3LEI (at position c)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text: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.
1
UKB 457 x 152x82
Steel: Section properties: I=366,000,000 mm². E=2*(10)³ N/mm²
A
4m
200kN
2m
Please use this formula below, thank you
фи k-c:
W
*a*
·b-
a≤ b, c=√√b(L+a)
K-c→B
Wac³
3LEI
(at position c)
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