Question 1) F=35 kN single load, M=45 kN.m moment and w=16 kN/m distributed load are acting on the beam whose loading condition is given in the figure. The length L is also given as L=4 m. The cross-sectional properties of the beam are; body height yg=225 mm, body thickness xg=14 mm, flange width xf=194 mm, flange height yf=11 mm. Point P on the section is located just above the flange-body junction. It is desired to determine the stress state at the P point in the section taken from the B line of the beam. According to this; Question 1-D) For a section taken from the B line of the beam; Find the normal stress at point P on the beam section due to the bending moment MB. (Write your result in MPa.) Question1-E) For a section taken from the B line of the beam; Find the shear stress at point P on the beam section due to the shear force VB. (Write your result in MPa.)

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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Question 1) F=35 kN single load, M=45 kN.m moment and w=16 kN/m distributed load are acting on the beam whose loading condition is given in the figure. The length L is also given as L=4 m. The cross-sectional properties of the beam are; body height yg=225 mm, body thickness xg=14 mm, flange width xf=194 mm, flange height yf=11 mm. Point P on the section is located just above the flange-body junction. It is desired to determine the stress state at the P point in the section taken from the B line of the beam. According to this;

Question 1-D) For a section taken from the B line of the beam; Find the normal stress at point P on the beam section due to the bending moment MB. (Write your result in MPa.)

Question1-E) For a section taken from the B line of the beam; Find the shear stress at point P on the beam section due to the shear force VB. (Write your result in MPa.)

w kN/m
F kN
M kN.m
A
D
E
В
C
-2L
L
L
Xf
Yf
Yg
Xg
Transcribed Image Text:w kN/m F kN M kN.m A D E В C -2L L L Xf Yf Yg Xg
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