The bar is made of AlISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN, P = 8 kN, and = 30 Nm. The length of the bar is 100mm and the diameter is 20mm. POINT A P•a55 kN A = 314.16 mm² 1 = 7854 mm* J = 15,708 mm* %3D
The bar is made of AlISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN, P = 8 kN, and = 30 Nm. The length of the bar is 100mm and the diameter is 20mm. POINT A P•a55 kN A = 314.16 mm² 1 = 7854 mm* J = 15,708 mm* %3D
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
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![Combined Loadings
The bar is made of AISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN, P = 8 kN, and
T = 30 Nm. The length of the bar is 100mm and the diameter is 20mm.
POINT
F•Q.55 kN
A = 314.16 mm?
1 = 7854 mm*
J = 15,708 mm*
Q = 667 mm3
-1. The axial stress at stress block at section is
а. 19.1 МPа
b. 2.3 МРа
с. 70.0 МРа
d. 25.5 MPa
2. The bending stress at stress block at section is
а. 19.1 МPа
b. 23 MРа
c. 70.0 MPa
d. 25.5 MPa
-3. The torsional shear stress at stress block at the section is
а. 19.1 MPа
b. 2.3 МРа
c. 70.0 MPa
d. 25.5 MPa
4. The value of the transverse shear stress is _
а. 19.1 МPа
b. 23 MPа
c. 70.0 MPa
d. 25.5 MPa
The normal stress ox at stress block at point A is _
а. 99.15 МPа
b. 95.5 MPа
с. О МРа
d. 19.1 MPa
The normal stress o, at stress block at point A is _
а. 99.15 МPа
b. 95.5 МPа
с. О МРа
d. 19.1 MPa
7. The normal stress 0, at stress block at point A is _
а. 99.15 МPа
b. 95.5 MPа
с. О МРа
d. 19.1 MPa](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd71556b0-771c-4cf4-9be2-17f94ae55939%2F094b87ac-c866-48bd-b725-707232a17467%2F5v84cgg_processed.png&w=3840&q=75)
Transcribed Image Text:Combined Loadings
The bar is made of AISI 1006 cold-drawn steel and is loaded by forces F = 0.55 kN, P = 8 kN, and
T = 30 Nm. The length of the bar is 100mm and the diameter is 20mm.
POINT
F•Q.55 kN
A = 314.16 mm?
1 = 7854 mm*
J = 15,708 mm*
Q = 667 mm3
-1. The axial stress at stress block at section is
а. 19.1 МPа
b. 2.3 МРа
с. 70.0 МРа
d. 25.5 MPa
2. The bending stress at stress block at section is
а. 19.1 МPа
b. 23 MРа
c. 70.0 MPa
d. 25.5 MPa
-3. The torsional shear stress at stress block at the section is
а. 19.1 MPа
b. 2.3 МРа
c. 70.0 MPa
d. 25.5 MPa
4. The value of the transverse shear stress is _
а. 19.1 МPа
b. 23 MPа
c. 70.0 MPa
d. 25.5 MPa
The normal stress ox at stress block at point A is _
а. 99.15 МPа
b. 95.5 MPа
с. О МРа
d. 19.1 MPa
The normal stress o, at stress block at point A is _
а. 99.15 МPа
b. 95.5 МPа
с. О МРа
d. 19.1 MPa
7. The normal stress 0, at stress block at point A is _
а. 99.15 МPа
b. 95.5 MPа
с. О МРа
d. 19.1 MPa
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