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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

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 mm^4, E=2*(10)⁵ N/mm²

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)

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Step 2: calculation of the maximum deflection

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Step 3: Check the suitability of the section

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Step 4: Propose solution if maximum deflection doesn’t meet the code requirement

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