A beam has internal shear force and geometry as shown inthe figure and parameter table. What is the shear stressexperienced at point A (located at the center of the cross-section)? What is the shear stress experienced at point B(calculate that for point B being in the upper arm of the crossand ignore errors due to the sharp transition in thickness).In your written work you should sketch the cube representingthe state of stress at point A.parameterVL₁L2cc 0802021 Cathy Zupkevalue46011090shear stress at B, TBunitsKNmmmmshear stress at A, TA = 3.37= 8.81ABVX MPaX MPa

The value of the shear force, The cross-section and its dimensions are given below;

the figure and parameter table. What is the sh xperienced at point A (located at the center ection)? What is the shear stress experienced calculate that for point B being in the upper a nd ignore errors due to the sharp transition in

the figure and parameter table. What is the sh xperienced at point A (located at the center ection)? What is the shear stress experienced calculate that for point B being in the upper a nd ignore errors due to the sharp transition in

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter1: Tension, Compression, And Shear

Section: Chapter Questions

Problem 1.4.16P: A round bar ABC of length 2L (see figure) rotates about an axis through the midpoint C with constant...

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Question

A beam has internal shear force and geometry as shown in
the figure and parameter table. What is the shear stress
experienced at point A (located at the center of the cross-
section)? What is the shear stress experienced at point B
(calculate that for point B being in the upper arm of the cross
and ignore errors due to the sharp transition in thickness).
In your written work you should sketch the cube representing
the state of stress at point A.
parameter
V
L₁
L2
cc 080
2021 Cathy Zupke
value
460
110
90
shear stress at B, TB
units
KN
mm
mm
shear stress at A, TA = 3.37
= 8.81
A
B
V
X MPa
X MPa

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