ed-fixedNOTEDo not continue to load the struts after thebuckling load has been reached otherwise thestruts will become permanently deformed!Enter your results into Table 3.TUAT2StrutLengthBuckling load1/L2number(m2)12,759186,92(mm)(N)-344- 275-195- 154- 119PHE12803303804.430OFS4,34Table 3 Results for experiment 2 (fixed-fixed)480Plot separate graphs of buckling load versus 1/L andcalculate the gradient of each line. Establish ratiosbetween each end condition (taking the pinned-pinnedcondition as 1).Examine the Euler buckling formulae for each endcondition and confirm that the experimental andtheoretical ratios are similar.

Answered: Image /qna-images/answer/27b12f97-0167-49fe-ac09-0ad5d224270e.jpg

Answered: Plot separate graphs of buckling load…

Plot separate graphs of buckling load versus calculate the gradient of each line. Establish ratios between each end condition (taking the pinned-pinned condition as 1). and for ench end

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

ed-fixed
NOTE
Do not continue to load the struts after the
buckling load has been reached otherwise the
struts will become permanently deformed!
Enter your results into Table 3.
TUAT2
Strut
Length
Buckling load
1/L2
number
(m2)
12,75
918
6,92
(mm)
(N)
-344
- 275
-195
- 154
- 119
PHE
1
280
330
380
4.
430
OFS
4,34
Table 3 Results for experiment 2 (fixed-fixed)
480
Plot separate graphs of buckling load versus 1/L and
calculate the gradient of each line. Establish ratios
between each end condition (taking the pinned-pinned
condition as 1).
Examine the Euler buckling formulae for each end
condition and confirm that the experimental and
theoretical ratios are similar.

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