Question 1. P T. The figure (not drawn to scale) shows a cylindrical column submitted to a combined load: a compression of and torsion. Given column diameter a- 30 mm, compressive load p- 300 kN, and torque r 950 N.m, calculate the maximum shear stress Ta, and the Von Mises stress eyw. Enter your answers in the boxes below, correct to one decimal place. The answers are acceptable within a tolerance of 1 MPa. MPa 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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B6
Question 1.
T.
The figure (not drawn to scale) shows a cylindrical column submitted to a
combined load: a compression of and torsion.
Given
column diameter a = 30 mm,
compressive load p-300 kN,
and torque r= 950 N.m,
calculate the maximum shear stress , and the Von Mises stress eyy.
Enter your answers in the boxes below, correct to one decimal place.
The answers are acceptable within a tolerance of 1 MPa.
Tman:
MPa
MPa
Transcribed Image Text:Question 1. T. The figure (not drawn to scale) shows a cylindrical column submitted to a combined load: a compression of and torsion. Given column diameter a = 30 mm, compressive load p-300 kN, and torque r= 950 N.m, calculate the maximum shear stress , and the Von Mises stress eyy. Enter your answers in the boxes below, correct to one decimal place. The answers are acceptable within a tolerance of 1 MPa. Tman: MPa MPa
Question 2.
A
45°
45°
90°
C
The figure shows a classic strain gauge rosette that can measure the strain
in three direction.
Given
strain at A-100 H.
strain at B- -80 u.
and strain at C e- 390 P.
calculate the principal strains and , and the maximum shear strain
Enter your answers in the boxes below, correct to one decimal place.
The answers are acceptable within a tolerance of 1 p.
Transcribed Image Text:Question 2. A 45° 45° 90° C The figure shows a classic strain gauge rosette that can measure the strain in three direction. Given strain at A-100 H. strain at B- -80 u. and strain at C e- 390 P. calculate the principal strains and , and the maximum shear strain Enter your answers in the boxes below, correct to one decimal place. The answers are acceptable within a tolerance of 1 p.
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