The 2 D stress at a point is given by the matrix650 15MPa. The maximum15 10Txy6yy=yxshear stress in (MPa) units is :(a) 45(c) 25(b) 55(d) 30

To Find :The max shear stress ?

Answered: The 2 D stress at a point is given by…

The 2 D stress at a point is given by the matrix Txy 50 15 MPa. The maximum 15 10 6. II = Tyx yy shear stress in (MPa) units is : (b) 55 (d) 30 (a) 45 (c) 25

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: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

Q: A plastic beam of square cross section 30 mm × 30 mm (see figure) is simply supported with span…

Q: The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5…

A: The triangular plate with dimensions as shown in the figure below,Horizontal displacement,

Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

Q: An element in biaxial stress is subjected to stresses o, = -60 MPa and oy = 18 MPa, as shown in the…

Q: What is the max shear stress in the shaft? Input your answer as a value only in MPa to one decimal…

Q: 1. The plate below is attached to the vertical surface AB. Its top and bottom surfaces slide…

Q: 4. Complete the following a. Draw Mohr's circle for the element given and label the axes b.…

A: Answer Since we are not allowed to provide handwritten solution we have used Autocad to draw the…

Concept explainers

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

The 2 D stress at a point is given by the matrix
6
50 15
MPa. The maximum
15 10
Txy
6
yy
=
yx
shear stress in (MPa) units is :
(a) 45
(c) 25
(b) 55
(d) 30

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: Given :

VIEW

Step 2: Solution :

VIEW

Solution

VIEW

Step by step

Solved in 3 steps with 2 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

1. Determine the "t" parameter of cross section of the beam in the figure below (use Navier formula) and the transversal displacement of section A. The allowable stress of the beam material is considered of 100MPa. The cross section of the beam is given in the next figure. q=5KN/m M=4KNm F=3KN L₁=3m L₂=1m L3=1m L1 q A L2 L3 M 8t 2t 2t 10t 2t
P=3MPa K=1MPa Strength of material question need help with solution
Solve it fast.
5. The state of stress at a point in a member is shown on the element. Determine the stress components acting on the inclined plane AB using Mohr's circle method. A 60° 30° 90 MPa 35 MPa B 50 MPa
3. The shaft in the figure below consists of 75 mm diameter bronze segment that is rigidly joint to 50 diameter steel segment. The ends of the shaft are attached to rigid supports (fixed supports). Calculate the absolute maximum shear stress developed in each segment when the torque T = 5.1 kN-m is applied (a = 2 m and b = 1.5 m). Use G = 35 GPa for %3D %3D %3D bronze, and G = 75 GPa for steel. %3D 75 mm 50 mm A Bronze Steel C T a -
1.) For purposes of analysis, a segment of the crankshaft in a vehicle is represented as shown in the figure. The load P equals 1.0 kN, and the dimensions are bị = 80 mm, b= 120 mm, and b3 = 40 mm. The diameter of the upper shaft is d= 20 mm. (a) Determine the maximum and minimum principal stresses and maximum in-plane shear stress at point A, which is located on the surface of the upper shaft on the zo axis. (b) Determine the maximum and minimum principal stresses and maximum in-plane shear stress at point B, which is located on the surface of the shaft on the yo axis. | Yo b = 80 mm B A. b2 = 120 mm bz = 40 mm P = 1.0 kN
The horizontal beam is supported by a pin at A and the pin-connected link BC. It has a uniformly distributed loading w = 7.0 kN/m as shown in the figure. All the pins are in double shear and have a diameter of 20 mm. Determine the max shear stress in the pin at A. Input your answer as a value only in MPa to one decimal place without +/- sign. W 1.5 m 2 m B 1 m
The rectangular plate is deformed into the shape shown by the dashed lines. Suppose that a = 260 mm and b = 450 mm (Figure 1) 2 mm a mm D B 6 mm 6 mm 2 mm -3 mm -x 1.) Determine the average normal strain along diagonal BD. 2.) Determine the average shear strain Yzy at corner B relative to the x, y axes..
4. An element is found in a stress condition as shown in figure. Then Calculate: Principal stresses and its orientation. Maximum shear stress, its orientation and corresponding normal stress. iii. Principal Strains, their planes and maximum shear strain. Draw the principal planes and plane of maximum shear on figure. Verify your answer by Mohr's circle. i. ii. Normal strains in each direction. iv. V. vi. 30 Мра 15 Mpa 120 Мра
Determine the equivalent state of stress on an element if it is oriented 50° counterclockwise from the element shown. Assume that σ = -13 ksi and Txy = -19 ksi. Solve the problem using ox Mohr's circle. σχ F Part A Determine the normal stress ox'. Express your answer in kilopounds per square inch to three significant figures. ANSWER: = Tap image to zoom ksi Part B Determine the normal stress Øy'. Express your answer in kilopounds per square inch to three significant figures. ANSWER:
The triangular plate is fixed at its base, and its apex A is given a horizontal displacement of 5 mm. Calculate the shear strain, Yxy, at A. Also, calculate the average normal strain & along the x' axis. 800 mm 45% 45° 800 mm 5 mm