Determine the total deformation between points A and D of a stepped steel bar subjected to the axial forces shown in Fig. P10-11. The modulus of elas- ticity of steel is E = 210 GPa.
Determine the total deformation between points A and D of a stepped steel bar subjected to the axial forces shown in Fig. P10-11. The modulus of elas- ticity of steel is E = 210 GPa.
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter6: Introduction To Mechanical Properties
Section: Chapter Questions
Problem 6.15P: Estimate the elastic and plastic strain at the ultimate tensile strength in the low-carbon steel...
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determine the total deformation between points a and D of a stepped steel bar subjected to the axial force is shown in figure P 10–11. The modulus of elasticity of steel is it is E=210 GPa

Transcribed Image Text:100 kN
A
A
10-12 Th
-1.2 m-
FIGURE P10-10
10-11 Determine the total deformation between points A and D of a stepped steel
bar subjected to the axial forces shown in Fig. P10-11. The modulus of elas-
ticity of steel is E = 210 GPa.
Is
30 mm
diam.
-3 m-
FIGURE P10-11
HUDII
225 kN
Dog
De
B
P
-1.8 m
+-1m-
Qual
B
40 mm 175 kN
diam.
USIC
lo viibis
la
-1.7 m-
8.0
25 mm diam.
bsol s
he 10
50 kN
D
snad
chown in Fig. P10-12 support a heavy har weighing 900 lb.
ter, the
K 106
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