Consider the element in with Txy = 30 MPa.80 MPaPart A01,02Determine the principal stresses.Enter your answers in megapascals to threesignificant figures separated by a comma.=TvecSubmitVE ΑΣΦ | 41TxyRequest Answer Part BSpecify the orientation of the proncipal plane.Choose the angle from the half-interval (-90° ; 90°).Express your answer in degrees to threesignificant figures.0p₁=||SubmitPart CTvecDetermine the maximum in-plane shear stress andaverage normal stress.Enter your answers in megapascals to threesignificant figures separated by a comma.maxin-planeJavgVEV—| ΑΣΦ 41=Request AnswerSubmitVE ΑΣΦ ↓↑vecRequest Answer

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Answered: Consider the element in with Tay = 30…

Engineering

Civil Engineering

Consider the element in with Tay = 30 MPa. 80 MPa Part A Txy

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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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

Consider the element in with Txy = 30 MPa.
80 MPa
Part A
01,
02
Determine the principal stresses.
Enter your answers in megapascals to three
significant figures separated by a comma.
=
T
vec
Submit
VE ΑΣΦ | 41
Txy
Request Answer

Part B
Specify the orientation of the proncipal plane.
Choose the angle from the half-interval (-90° ; 90°).
Express your answer in degrees to three
significant figures.
0p₁
=
||
Submit
Part C
T
vec
Determine the maximum in-plane shear stress and
average normal stress.
Enter your answers in megapascals to three
significant figures separated by a comma.
max
in-plane
Javg
VE
V—| ΑΣΦ 41
=
Request Answer
Submit
VE ΑΣΦ ↓↑
vec
Request Answer

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