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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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