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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

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

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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

A 4m 200kN 2m B UKB 457 x 152x 82 y... -N
Transcribed Image Text:A 4m 200kN 2m B UKB 457 x 152x 82 y... -N
A K-c→B ·b- a≤ b, c =√√b(L+a) 03 0₁ - Wac² 2LEI L+b L+a Wab L Wac³ 3LEI Og (at position c) (under load)
Transcribed Image Text:A K-c→B ·b- a≤ b, c =√√b(L+a) 03 0₁ - Wac² 2LEI L+b L+a Wab L Wac³ 3LEI Og (at position c) (under load)
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