Q.1:Answer only one from a & b:a: At a certain point in a stressed body, the stresses are o, 400 MPa, oy -300 MPa, Txy = 200MPa and Tx200 MPa. Determine the normal and shearing stresses on the planes withnormals are at 25° and 115° clock wise with the X- axis. Show the results on Mohr's circle andcomplete sketche of defferential element.

Answered: Image /qna-images/answer/ed029695-411e-41d1-af6f-efe3dc968e1d.jpg

Q.1:Answer only one from a & b: a: At a certain point in a stressed body, the stresses are o, 400 MPa, o, 300 MPa, Txy = 200 MPa and T-200 MPa. Determine the normal and normals are at 25° and 115° clock wise with the X-axis. complete sketche of defferential element. shearing stresses on the planes with Show the results on Mohr's circle and

Q.1:Answer only one from a & b: a: At a certain point in a stressed body, the stresses are o, 400 MPa, o, 300 MPa, Txy = 200 MPa and T-200 MPa. Determine the normal and normals are at 25° and 115° clock wise with the X-axis. complete sketche of defferential element. shearing stresses on the planes with Show the results on Mohr's circle and

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A simple beam is subjected to two concentrated loads as shown. The beam section is a rectangular…

A: Strain energy = 4P2L33EI

Q: Problem 4 : For the shown Mohr circle: a) What is the state of stress at the reference point A.…

Q: The frame supports the distributed load shown. Determine the state of stress acting at point E. Show…

A: Draw the free body diagram.

Q: Using Mohr's circle, for the given state of stress, determine the maximum in-plane shearing stress,…

A: We are given σx = 2 ksi(Tensile) σy = 10 ksi(Tensile) τxy = 3 ksi Select a scale and Point A. Mark…

Q: The hollow circular beam is fixed to the wall (with a bracket) on the left and has an end-cap on the…

Q: The stresses at a point along a beam sup- are o, = 2250 psi, porting a sign o, = 1175 psi, and 7 =…

Concept explainers

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.

Question

Q.1:Answer only one from a & b:
a: At a certain point in a stressed body, the stresses are o, 400 MPa, oy -300 MPa, Txy = 200
MPa and Tx200 MPa. Determine the normal and shearing stresses on the planes with
normals are at 25° and 115° clock wise with the X- axis. Show the results on Mohr's circle and
complete sketche of defferential element.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

The stresses at a point along a beam sup- are o, = 2250 psi, porting a sign o, = 1175 psi, and 7 = -820 psi. (a) Find the principal stresses. Show them on a sketch of a properly oriented element. (b) Find the maximum shear stresses and associated normal stresses. Show them on a sketch of a properly oriented element. Try
Thank you for the answer!!!
The 60° strain rosette is attached to point A on the surface of the support. Due to the loading the strain gauges give a reading of a = 310(10-6). £ b = -140(10-6). and = 450(106). (Figure 1) Figure 1 of 1 4 Determine the maximum in-plane shear strain. Express your answer using three significant figures. Ymax = Submit Part D Submit Part E Determine the orientation of maximum in-plane shear strain. Express your answer using three significant figures. [ΕΙΑΣΦΩΤ vec Eavg |VL]ΑΣΦ ||| = Request Answer Submit Determine the associated average normal strain. Express your answer using three significant figures. Request Answer ΑΣΦ vec Request Answer < Return to Assignment vec Provide Feedback ? counted counterclockwise from positive Z-axis
The frame supports the distributed load shown. Determine the state of stress acting at point E. Show the results on a differential element at this point. The section is composed of two materials where E, = 200 GPa , and E, 150 GPa E, = = 200 GPa 4 kN/m 20 mm 60 mm BA E E2 = 150 GPa 20 mm 50 mm 5 m 3 m |-1.5 m--1.5 m-- 3 m
2. A finite element analysis of a bearing housing indicates that at a point p, the material is subjected to the state of stress (in MPa): Ox Txy Txz] Txy Oy Tyz Txz Tyz 0₂ 0 -30 -10 -10 40 Determine the principal stresses and the absolute maximum shear stress. [20 20 = 20 0
Question 1. The plane NN' makes an angle 0=30° with respect to the cross section of theprismatic bar shown in Figure. The dimensions of the rectangular cross section of the bar are 3cmx6cm. Under the action of an axial tensile load P, the normal stress of NN' plane is ơn =60 MPa. a.Determine the value of axial load P b.Determine the shear stress t on the NN' plane c. Determine the maximum shear stress in the bar. P N N'
Two vertical forces, each of magnitude P= 8 kN, are applied to a beam of the cross section shown. Determine the maximum tensile and compressive stresses in portion BC of the beam. 10 mm 10 mm 50 mm- 50 mm 10 mm The maximum tensile stress is The maximum compressive stress is T B 150 mm MPa. 250 mm MPa. C 150 mm
A W12x65 wide flange beam supports the distributed load and concentrated force shown. Determine: 1. The maximum flexural tension stress in the beam 2. The maximum transverse shear stress in the beam 3. The state of stress at a point x = 4 ft and 3 inches down from the top of the beam For all three parts, summarize the result on a 2D stress block. A a X P B b W C P = 5 kips, w = 2 k/ft, a = 6 ft, b = 3 ft, c = 9 ft D
Please provide a detailed solution.
Only solution of part (a) is required
A steel pipe is subjected to the 16-kN load shown below. Its outside diameter is 140 mm and its thickness is 7 mm. Consider that the yield strength of steel is 240 MPa. Analyze point H ONLY. Due to the pressure in the pipe, there is an 11.25-MPa (T) normal stress along x and a 22.50-MPa (T) normal stress along z of point H. A. Determine the internal forces and moments at the pertinent section through an FBD. B. Determine the stresses experienced by point H. Illustrate using a stress element. C. Determine the FS by MSST at point H D. Determine the von Mises equivalent stress at point H E. Determine the FS by MDET at point H 700 mm 16 KN 1,300 mm
- once answered correctly will UPVOTE!!