Q5) A specimen of alloy having a rectangular cross section of dimensions 5 mm x 16 mm is deformed in tension. Using the Load (N) Length (mm) tabulated data to plot the engineering stress – strain curve and 75.000 4669.56 75.03 then calculate the following: 8985.96 75.08 12694.14 75.09 (a) Modulus of elasticity. 16264.98 75.14 17991.54 75.18 (b) The yield strength. 19816.2 75.26 22484.52 75.421 (c) The modulus of resilience. 24623.1 75.621 26369.28 75.846 28292.04 77.68

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q5) A specimen of alloy having a rectangular cross section of
dimensions 5 mm x 16 mm is deformed in tension. Using the
Load (N)
Length (mm)
tabulated data to plot the engineering stress – strain curve and
75.000
4669.56
75.03
then calculate the following:
8985.96
75.08
12694.14
75.09
(a) Modulus of elasticity.
16264.98
75.14
17991.54
75.18
(b) The yield strength.
19816.2
75.26
22484.52
75.421
(c) The modulus of resilience.
24623.1
75.621
26369.28
75.846
28292.04
77.68
Transcribed Image Text:Q5) A specimen of alloy having a rectangular cross section of dimensions 5 mm x 16 mm is deformed in tension. Using the Load (N) Length (mm) tabulated data to plot the engineering stress – strain curve and 75.000 4669.56 75.03 then calculate the following: 8985.96 75.08 12694.14 75.09 (a) Modulus of elasticity. 16264.98 75.14 17991.54 75.18 (b) The yield strength. 19816.2 75.26 22484.52 75.421 (c) The modulus of resilience. 24623.1 75.621 26369.28 75.846 28292.04 77.68
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