Question

PROBLEM 6.97 150 mm D E 120 mm A B F G A plate of thickness $t$ is bent as shown and then used as a beam. For a vertical shear of 2.4 kN, determine (a) the thickness $t$ for which the maximum shearing stress is 2 MPa, (b) the corresponding shearing stress at point E. Also, sketch the shear flow in the cross section. 75 mm 50 mm 75 mm

Name: problem 697 150 mm d e 120 mm a b f g a plate of thickness t is bent as shown and then used as a beam for a vertical shear of 24 kn determine a the thickness t for which the maximum shearing 43213
Uploaded: 2023-09-13T10:25:41-08:00
Duration: 2 min 56 s
Channel: Anand Jangid
Description: problem 697 150 mm d e 120 mm a b f g a plate of thickness t is bent as shown and then used as a beam for a vertical shear of 24 kn determine a the thickness t for which the maximum shearing 43213

          PROBLEM 6.97
150 mm
D
E
120 mm
A
B
F
G
A plate of thickness $t$ is bent as shown and then used as a beam. For a vertical shear of 2.4 kN, determine (a) the thickness $t$ for which the maximum shearing stress is 2 MPa, (b) the corresponding shearing stress at point E. Also, sketch the shear flow in the cross section.
75 mm
50 mm
75 mm

problem 697 150 mm d e 120 mm a b f g a plate of thickness t is bent as shown and then used as a beam for a vertical shear of 24 kn determine a the thickness t for which the maximum shearing 43213

Added by Alex C.

University Physics with Modern Physics

Hugh D. Young 14th Edition

Instant Answer

Solved by Expert Anand Jangid

09/13/2023

Step 1

The cross-section is symmetric about the y-axis. The total width at the top is 150 mm. The total height is 120 mm. The bottom segments are 75 mm, 50 mm, 75 mm. The thickness of the plate is $t$. Let's find the area of the cross-section. The cross-section consists Show more…

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PROBLEM 6.97 150 mm D E 120 mm A B F G A plate of thickness $t$ is bent as shown and then used as a beam. For a vertical shear of 2.4 kN, determine (a) the thickness $t$ for which the maximum shearing stress is 2 MPa, (b) the corresponding shearing stress at point E. Also, sketch the shear flow in the cross section. 75 mm 50 mm 75 mm