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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

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
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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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.
Transcribed Image Text: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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