Show me the solution for getting the modulus of elasticity from the initial lope of the curve the answer was 29,000 ksi
Show me the solution for getting the modulus of elasticity from the initial lope of the curve the answer was 29,000 ksi
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Show me the solution for getting the modulus of elasticity from the initial lope of the curve
the answer was 29,000 ksi
![Sol! -
(a) Table
S.Alo
1
3
५
5
6
डो
8
q
10
11
12
wad (b)
0
SSO
סט ון
oy =
1700
२२००
2800
3300
3900
[५५००
५१००
4970
5025
Elongathun xio in -(ablist EX164
350
700
१००
1350
1760
२२००
2460
2860
3800
5300
7800
0
1-75
3.5
15393.55 4.5
19927-3 6-75
25362.31 8.8
29891.30 11
35 386.08 12-3
०
4981.88
9963-76
39855-07
14.3
44334.05419
(b) graph is shown
(c) E = 2,90x192blpne (from graph)
4500 ebline (from
graph)
[45018.11
[45516.30/ 39
26.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcd2b7248-e1b4-405c-b30d-764232b6038c%2F386a1148-60a9-4d99-9391-5cfa98c31a34%2Ftczjiik_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Sol! -
(a) Table
S.Alo
1
3
५
5
6
डो
8
q
10
11
12
wad (b)
0
SSO
סט ון
oy =
1700
२२००
2800
3300
3900
[५५००
५१००
4970
5025
Elongathun xio in -(ablist EX164
350
700
१००
1350
1760
२२००
2460
2860
3800
5300
7800
0
1-75
3.5
15393.55 4.5
19927-3 6-75
25362.31 8.8
29891.30 11
35 386.08 12-3
०
4981.88
9963-76
39855-07
14.3
44334.05419
(b) graph is shown
(c) E = 2,90x192blpne (from graph)
4500 ebline (from
graph)
[45018.11
[45516.30/ 39
26.5
![Sexed
sh
40000
39000
Y
Jouan I
3250
b 2000+
15000
ton
fors
of (vided stress) 45dood if inch
Ax
$1
7
Ay
OF
15
20
1911
off
25
(Ex16¹)-
(Stain)
E (Modules of Elestially) = Ay
AK
30 35 40
S
Stress vs Strain curve
SCALE:
on xexis-1 spe=5x1= ² (strair
On Y-axis-1 square= 5000 lb/in²
4₁
+](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fcd2b7248-e1b4-405c-b30d-764232b6038c%2F386a1148-60a9-4d99-9391-5cfa98c31a34%2F3n46v9s_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Sexed
sh
40000
39000
Y
Jouan I
3250
b 2000+
15000
ton
fors
of (vided stress) 45dood if inch
Ax
$1
7
Ay
OF
15
20
1911
off
25
(Ex16¹)-
(Stain)
E (Modules of Elestially) = Ay
AK
30 35 40
S
Stress vs Strain curve
SCALE:
on xexis-1 spe=5x1= ² (strair
On Y-axis-1 square= 5000 lb/in²
4₁
+
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