7.5 (A/B). Fig. 7.18 shows the cross-section of a beam which carries a shear force of 20 kN. Plot a graph to scale hich shows the distribution of shear stress due to bending across the cross-section.
7.5 (A/B). Fig. 7.18 shows the cross-section of a beam which carries a shear force of 20 kN. Plot a graph to scale hich shows the distribution of shear stress due to bending across the cross-section.
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
![7.5 (A/B). Fig. 7.18 shows the cross-section of a beam which carries a shear force of 20 kN. Plot a graph to scale
which shows the distribution of shear stress due to bending across the cross-section.
[I.Mech.E.] [21.7, 5.2, 5.23 MN/m?]
12 mm
75 mm
40 mm
50mm-
Fig. 7.18.
7.6 (B). Show that the difference between the maximum and mean shear stress in the web of an I-section beam is
where Q is the shear force on the cross-section, h is the depth of the web and I is the second moment of area of the
241
cross-section about the neutral axis of bending. Assume the I-section to be built of rectangular sections, the flanges
having width B and thickness t and the web a thickness b. Fillet radii are to be ignored.
[I.Mech.E.]
7.7 (B). Deduce an expression for the shearing stress at any point in a section of a beam owing to the shearing
force at that section. State the assumptions made.
A simply supported beam carries a central load W. The cross-section of the beam is rectangular of depth d. At what
distance from the neutral axis will the shearing stress be equal to the mean shearing stress on the section?
[U.L.C.I.] [d//12.]
7.8 (B). A steel bar rolled to the section shown in Fig. 7.19 is subjected to a shearing force of 200 kN applied in the
direction YY. Making the usual assumptions, determine the average shearing stress at the sections A, B, C and D, and
find the ratio of the maximum to the mean shearing stress in the section. Draw to scale a diagram to show the
variation of the average shearing stress across the section.
[U.L.] [Clue: treat as equivalent section similar to that of Example 7.3.] [7.2, 12.3, 33.6, 43.8 MN/m2, 3.93.]
120 mm.
lY
A
20 mm
20 mm
B
20 mm
160 mm
C
20 mm
Fig. 7.19.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3b4c746e-25ea-4ce6-a9b3-3f1c734db5e4%2F8e40866a-e7e8-4386-84d2-d89632986275%2F6xo4b7c_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7.5 (A/B). Fig. 7.18 shows the cross-section of a beam which carries a shear force of 20 kN. Plot a graph to scale
which shows the distribution of shear stress due to bending across the cross-section.
[I.Mech.E.] [21.7, 5.2, 5.23 MN/m?]
12 mm
75 mm
40 mm
50mm-
Fig. 7.18.
7.6 (B). Show that the difference between the maximum and mean shear stress in the web of an I-section beam is
where Q is the shear force on the cross-section, h is the depth of the web and I is the second moment of area of the
241
cross-section about the neutral axis of bending. Assume the I-section to be built of rectangular sections, the flanges
having width B and thickness t and the web a thickness b. Fillet radii are to be ignored.
[I.Mech.E.]
7.7 (B). Deduce an expression for the shearing stress at any point in a section of a beam owing to the shearing
force at that section. State the assumptions made.
A simply supported beam carries a central load W. The cross-section of the beam is rectangular of depth d. At what
distance from the neutral axis will the shearing stress be equal to the mean shearing stress on the section?
[U.L.C.I.] [d//12.]
7.8 (B). A steel bar rolled to the section shown in Fig. 7.19 is subjected to a shearing force of 200 kN applied in the
direction YY. Making the usual assumptions, determine the average shearing stress at the sections A, B, C and D, and
find the ratio of the maximum to the mean shearing stress in the section. Draw to scale a diagram to show the
variation of the average shearing stress across the section.
[U.L.] [Clue: treat as equivalent section similar to that of Example 7.3.] [7.2, 12.3, 33.6, 43.8 MN/m2, 3.93.]
120 mm.
lY
A
20 mm
20 mm
B
20 mm
160 mm
C
20 mm
Fig. 7.19.
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