Steel Stress-Strain diagram. Which of the following statements is NOT correct? Engineering stress is the stress computed using the original area and not the necking down area. The constant stress region is called the yield plateau or plastic range. The linear portion is also called the plastic range. The proportional limit, elastic limit, upper and lower yield points are very close to one another and are treated as a single point called the yield point.

Steel Stress-Strain diagram. Which of the following statements is NOT correct? Engineering stress is the stress computed using the original area and not the necking down area. The constant stress region is called the yield plateau or plastic range. The linear portion is also called the plastic range. The proportional limit, elastic limit, upper and lower yield points are very close to one another and are treated as a single point called the yield point.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

The state of stress at a certain point in a stressed body is as shown in the figure. Normal stress in x-direction is 80 MPa (Tensile) and in y-direction is 40 MPa (Compressive). The radius of the Mohr's circle for this state of stress will be O, = 40 MPa O, = 80 MPa + Ox = 80 MPa Oy = 40 MPa (а) 60 MPа (b) 40 MPa (c) 20 MPa (d) 10 MPa
If €, and e y are the maximum and minimum strains, respectively in the neighbourhood of a point in a stressed material, then what is the expression for the maximum principal stress?
Provide correct answer
Question- Principal stress at a point in an elastic material are 1.50 (tensile), o (tensile) and 0.50 (compressive). The elastic limit in tension is 210 MPa and poisson's ratio=0.3. Find the value of o at the failure when computed by the maximum principal strain theory.
An element in the plane stress is having the larger principal stress (tension) as 30 MPa and it is subjected to stresses, Ox = 50 MPa, 40 MPa then what will be and Txy the value of the stress oy? (in MPa) =
The nonzero stress components are = -70 MPa, y = 50 MPa and Ty = 10 MPa. (a) Determine the principal stresses (b) Determine the stress invariants (c) Determine the octahedral shear and normal stress.
It is a type of stress produced by two contacting separate bodies. (A) Axial Stress B Bending Stress Shearing Stress D Bearing Stress Generally defined as force intensity per unit area. (A) Internal Loading (B) Deformation Stress D) Strain
1 It is the ratio of ultimate tensile stress to the permissible stress. Plastic Shear Plastic limit Proportional limit Factor of safety Poisson's ratio
CIVIL ENGINEERING
An initially rectangular element of a material is deformed into the shape shown in the figure. Find the: a. Normal strain in the x- direction b. Normal strain in the y- direction c. Total shear strain -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.
13