10-26. The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the strain gauges give a reading of é,= 300(10-6), e, = -150(10-), and €. = - -450(10-6). Use Mohr's circle and determine (a) the in-plane principal strains and (b) the maximum in-plane shear strain and the associated average normal strain. Specify the orientation of each element that has these states of strain with respect to thex axis. %3D yri

Structural Analysis
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10–26. The 60° strain rosette is attached to point A on
the surface of the support. Due to the loading the strain
gauges give a reading of e,= 300(10-6), €, = -150(10-6), and
€. =- -450(10-6). Use Mohr's circle and determine (a) the
in-plane principal strains and (b) the maximum in-plane
shear strain and the associated average normal strain.
Specify the orientation of each element that has these states
of strain with respect to the x axis.
yright
b
60°
60
13 Pear
10
Prob. 10-26
gau
Transcribed Image Text:10–26. The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the strain gauges give a reading of e,= 300(10-6), €, = -150(10-6), and €. =- -450(10-6). Use Mohr's circle and determine (a) the in-plane principal strains and (b) the maximum in-plane shear strain and the associated average normal strain. Specify the orientation of each element that has these states of strain with respect to the x axis. yright b 60° 60 13 Pear 10 Prob. 10-26 gau
Expert Solution
Step 1

εa=300×10-6εb=-150×10-6εc=-450×10-6

                         Civil Engineering homework question answer, step 1, image 1

normal strain:εθ=(εx+εy2)+(εx-εy2)cos2θ+τxy2sin2θput θ=0°, we getεa=(εx+εy2)+(εx-εy2)εa=εx=300×10-6             eq.1

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