SITUATION 11:A hollow pipe whose outer diameter is400 mm and thickness is 2.5 mm.issubjected to the following stresses:Normal stress along x-axis is 30 kPa,Normal stress along y-axis is 100 kPa,shearing stress along x-axis is 1932. Find the maximum normal stress.b. 172.54 kPad. 142.14 kPaa. 104.825 kPaC. 92.14 kPa33. Compute for the safe purely axialload that the material can carry.a. 264.08 kNC. 438.28 kNb. 334.70 kNd. 327.26 kN34. Find the minimum principal stress.a. 25.175 kPaC. 32.824 kPab. 21.254 kPad. 39.429 kPa

SITUATION 11: A hollow pipe whose outer diameter is 400 mm and thickness is 2.5 mm.is subjected to the following stresses: Normal stress along x-axis is 30 kPa, Normal stress along y-axis is 100 kPa, shearing stress along x-axis is 19 32. Find the maximum normal stress. a. 104.825 kPa C. 92.14 kPa 33. Compute for the safe purely axial load that the material can carry. a. 264.08 kN C. 438.28 kN b. 172.54 kPa d. 142.14 kPa b. 334.70 kN d. 327.26 kN 34. Find the minimum principal stress. a. 25.175 kPa b. 21.254 kPa 32 824 kPa 30 429 kPa

SITUATION 11: A hollow pipe whose outer diameter is 400 mm and thickness is 2.5 mm.is subjected to the following stresses: Normal stress along x-axis is 30 kPa, Normal stress along y-axis is 100 kPa, shearing stress along x-axis is 19 32. Find the maximum normal stress. a. 104.825 kPa C. 92.14 kPa 33. Compute for the safe purely axial load that the material can carry. a. 264.08 kN C. 438.28 kN b. 172.54 kPa d. 142.14 kPa b. 334.70 kN d. 327.26 kN 34. Find the minimum principal stress. a. 25.175 kPa b. 21.254 kPa 32 824 kPa 30 429 kPa

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

SITUATION 11:
A hollow pipe whose outer diameter is
400 mm and thickness is 2.5 mm.is
subjected to the following stresses:
Normal stress along x-axis is 30 kPa,
Normal stress along y-axis is 100 kPa,
shearing stress along x-axis is 19
32. Find the maximum normal stress.
b. 172.54 kPa
d. 142.14 kPa
a. 104.825 kPa
C. 92.14 kPa
33. Compute for the safe purely axial
load that the material can carry.
a. 264.08 kN
C. 438.28 kN
b. 334.70 kN
d. 327.26 kN
34. Find the minimum principal stress.
a. 25.175 kPa
C. 32.824 kPa
b. 21.254 kPa
d. 39.429 kPa

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