Question 1) F=36 kN single load, M=48 kN.m moment and w=20 kN/m distributed load act on the beam whose loading condition is given in the figure . The length L is also given as L=3 m. The cross-sectional properties of the beam are; body height y g =210 mm , body thickness xg = 14 mm , flange width x f = 173 mm , flange height y =14 mm . Point P on the section is tocated just above the flange-body junction. It is desired to determine the stress state at point P in the section taken from the B line of the beam. According to this; F kN w kN/m M kN.m E 2L Xf Yg Xg Question 1-D) For at point P on the beam section due to the bending moment M B. ( Write your result in MPa .) a section taken from the B line of the beam; Find the normal stress Response: Question 1-E) For point P on the beam section due to the shear force V B. ( Write your result in MPa .) a section taken from the B line of the beam; Find the shear stress at
Question 1) F=36 kN single load, M=48 kN.m moment and w=20 kN/m distributed load act on the beam whose loading condition is given in the figure . The length L is also given as L=3 m. The cross-sectional properties of the beam are; body height y g =210 mm , body thickness xg = 14 mm , flange width x f = 173 mm , flange height y =14 mm . Point P on the section is tocated just above the flange-body junction. It is desired to determine the stress state at point P in the section taken from the B line of the beam. According to this; F kN w kN/m M kN.m E 2L Xf Yg Xg Question 1-D) For at point P on the beam section due to the bending moment M B. ( Write your result in MPa .) a section taken from the B line of the beam; Find the normal stress Response: Question 1-E) For point P on the beam section due to the shear force V B. ( Write your result in MPa .) a section taken from the B line of the beam; Find the shear stress at
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![Question 1) F=36 kN single load, M=48 kN.m moment and w=20 kN/m distributed load act on the beamn whose loading condition is given in the
figure . The length L is also given as L=3 m. The cross-sectional properties of the beam are; body height y a =210 mm , body thickness x, = 14
mm , flange width xf = 173 mm , flange height yf =14 mm . Point P on the section is located just above the flange-body junction. It is
desired to determine the stress state at point Pin the section taken from the B line of the beam. According to this;
g
w kN/m
F kN
M kN.m
A
E
В
2L
L.
L
Xf
P
Yg
Xg
a section taken from the B line of the beam; Find the normal stress
Question 1-D) For
at point P on the beam section due to the bending moment M B ( Write your result in
MPa .)
Response:
a section taken from the B line of the beam; Find the shear stress at
Question 1-E) For
point P on the beam section due to the shear force VB ( Write your result in MPa .)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6713d84e-a5a7-4d48-a555-c87781f8e620%2F0e931959-1b3b-4a24-b573-0b7c6b7f85db%2Fjfesk7r_processed.png&w=3840&q=75)
Transcribed Image Text:Question 1) F=36 kN single load, M=48 kN.m moment and w=20 kN/m distributed load act on the beamn whose loading condition is given in the
figure . The length L is also given as L=3 m. The cross-sectional properties of the beam are; body height y a =210 mm , body thickness x, = 14
mm , flange width xf = 173 mm , flange height yf =14 mm . Point P on the section is located just above the flange-body junction. It is
desired to determine the stress state at point Pin the section taken from the B line of the beam. According to this;
g
w kN/m
F kN
M kN.m
A
E
В
2L
L.
L
Xf
P
Yg
Xg
a section taken from the B line of the beam; Find the normal stress
Question 1-D) For
at point P on the beam section due to the bending moment M B ( Write your result in
MPa .)
Response:
a section taken from the B line of the beam; Find the shear stress at
Question 1-E) For
point P on the beam section due to the shear force VB ( Write your result in MPa .)
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