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4. A 45° strainmounted on thebracket. The following readings are obtained for each gauge:€4 = 100(10-6),€в = 60(10-6) ,€c = 50(10-6). Determine (a) the principal strains and (b) the maximum inplaneshear strain and associated average normal strain. Ineach case show the deformed element due to these strains. у EX-Ey C 0 45° Орт 45° у жу Ел-Ey Os B - A X' 450 // VAXY = AX106 EAy = ухров EAX= X 100 x 10-6

4. A 45° strainmounted on thebracket. The following readings are obtained for each gauge:€4 = 100(10-6),€в = 60(10-6) ,€c = 50(10-6). Determine (a) the principal strains and (b) the maximum inplaneshear strain and associated average normal strain. Ineach case show the deformed element due to these strains. у EX-Ey C 0 45° Орт 45° у жу Ел-Ey Os B - A X' 450 // VAXY = AX106 EAy = ухров EAX= X 100 x 10-6

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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4. A 45° strainmounted on thebracket. The following readings are obtained for each gauge:€4 = 100(10-6) ,€в = 60(10-6) ,€c = 50(10-6). Determine (a) the principal strains and (b) the maximum inplaneshear strain and associated average normal strain. Ineach case show the deformed element due to these strains. у 도가랑 C 0 45° 45° Vxy Ел-Еу Ел-Ey Os B - A X' 450 // VAXY = AX 106 EAy = ухв Еду EAX= X 100 x 10-6
Transcribed Image Text:4. A 45° strainmounted on thebracket. The following readings are obtained for each gauge:€4 = 100(10-6) ,€в = 60(10-6) ,€c = 50(10-6). Determine (a) the principal strains and (b) the maximum inplaneshear strain and associated average normal strain. Ineach case show the deformed element due to these strains. у 도가랑 C 0 45° 45° Vxy Ел-Еу Ел-Ey Os B - A X' 450 // VAXY = AX 106 EAy = ухв Еду EAX= X 100 x 10-6
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