The stress of a gate-shaped structure is shown in the figure below. Assuming that the EI of the entire beam section is constant, try to analyze the stress state of the structure, and calculate the reaction forces at points A and D.

The stress of a gate-shaped structure is shown in the figure below. Assuming that the EI of the entire beam section is constant, try to analyze the stress state of the structure, and calculate the reaction forces at points A and D.

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: . For the plane stress situation shown in the figure, the maximum shear stress and the plane on…

A: A plane stress system as shown-Stress values-,To Find-The value of the maximum shear stress and the…

Q: The thin bar is subjected to an increase in temperature along its axis. Determine the end B of the…

Q: For the state of stress shown in the below figure, normal stress acting on the plane of maximum…

A: state of stress- σx=100 MPaσy=-50 MPa Normal stress on the plane of maximum shear stress??

Q: T 2 tA = and the expression for the strain-energy density, determine the angle of twist small…

Q: All of the statements are correct except When a body is loaded in three axes, the total deformation…

A: Statement 1 --true Statement 2 ---true STATEMENT 3 --- TRUE STATEMENT 4---false Its is the…

Q: Given the thin-walled cross-section in figure 2 (dimensions in mm) with thic equal to 1 mm,…

A: Given the below thin walled section with thickness of members= 1mm:

Q: the change in geometry stress is applied. This is the ratio of the breaking strength of the material…

A: USe stress vs strain graph

Q: Stress is the intensity of internal force. A) True B) False

Q: A wire of circular cross-section of diameter 1.0 mm is bent into a circular arc of radius 1.0 m by…

A: Given- Diameter d=1 mm, Radius of arc R=1 m, E=100 GPa, It is needed to find the value of the…

Q: he thin-walled tube is used as a beam to support the uniformly distributed load of intensity wg. (a)…

A: Given:- Allowable bending stress = 100 MPa To find:- Value of wo Value of maximum shear stress

Q: A bar in the shape of a solid truncated cone of circular cross-section is situated between two rigid…

Q: the axial stress developed in the rod is

A: Given data, Young's modulus of the material of the rod is,E= 200 GPaRod length,L=250mmGap between…

Q: Q1) A Section of railway track consists of a steel bar of length 15m and cross-sectional area…

Q: A body is subjected to stresses as shown in the figure given below. 90 MPa 35 MPa 145 MPa The FOS as…

Q: An element is found in a stress condition as shown in figure Calculate (i) Principal stress and its…

A: Given: σx=30 MPaσy=-20 MPaτxy=-15 MPa

Q: A pressurized cylindrical tank with flat ends is loaded by torques T and tensile forces P (see…

A: Given, r = 141 mm t = 6.5 mm p = 7.25 MPa T = 810 Nm

Q: The state of stress of an element is given as follows. The value of normal stress are = 30MPa, σ₂ =…

A: Given data, The value of normal stress in x and y axis, σx=30 MPaσy=-10 MPa. Major principal stress,…

Q: A solid circular steel shaft of 50 mm diameter, fixed at one end, is subjected to torques as shown…

A: Given data, For solid circular shaft Diameter=50 mm The shearing modulus of material = 80 GPa

Q: axial stress developed in the rod is

A: Given, Metallic rod of length,l= 250 mm Rod is perfect contact with the wall on the left side and…

Q: Theory of Failure Question 1: The uniaxial yield stress of a material is 866 MPa. According to von…

A: Yield stress- σy=866 MPa, It is needed to find the shear yield stress as per the Von-mises…

Q: The thin-walled tube is used as a beam to support the uniformly distributed load of intensity wo as…

A: For the given beam and cross-section, the maximum load w0 for allowable bending stress of 1000…

Q: The rigid bar is supported by a pin at A and two metal wires,each having a diameter of 4mm.The…

Q: he maximum principal stress for the stress state shown in the figure is O

A: Given:σx=σσy=στxy=σ

Q: A rigid steel bar is supported by three rods, as shown. There is no strain in the rods before the…

Q: As shown in the figure below the two planes PQ and QR are having shear stress of 40 MPa. The plane…

Q: 9. The rigid horizontal bar ABC of negligible mass is connected to two rods as shown in the figure.…

A: When the temperature of the bar is increased, and the bar is not free to expand, the bar tries to…

Q: A prismatic linearly elastic bar of length L. cross- sectional area A, and made up of a material…

Q: 2. For the Kelvin representation of the Standard Solid Model, what is the maximum strain achievable…

A: Solution: As per the question:

Q: A thin-walled circular tube and a solid circularbar of the same material (see figure) are…

A: Given:- The torsion is applied to the circular tube and a solid circular bar The material of both…

Q: Figure shows the state of stress of a plane-stress element. Determine the principal stresses. Show…

Concept explainers

Pressure and Stress

Question

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

GIVEN DATA

VIEW

THEORY TO BE USED

VIEW

DETERMINATION OF ARBITRARY SWAY MOMENTS

VIEW

DETERMINATION OF DISTRIBUTION FACTOR TABLE

VIEW

DETERMINATION OF ASSUMED SWAY MOMENTS USING MOMENT DISTRIBUTION TABLE

VIEW

DETERMNATION OF ACTUAL SWAY MOMENTS & REACTIONS AT A & D

VIEW

Step by step

Solved in 6 steps with 6 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 rigid horizontal bar ABC of negligible mass is connected to two rods as shown in the figure. If the system is initially stress-free, calculate the temperature change that will cause a tensile stress of 90 MPa in the brass rod. Assume that both rods are subjected to the same change in temperature.
Determine principal stress
A circular metallic rod of length 250 mm is placed between two rigid immovable walls as shown in the figure. The rod is perfect contact with the wall on the left side and there is a gap of 0.2 mm between the rod and the wall on the right side. If the temperature of the rod is increased by 200°C, MPa. the axial stress developed in the rod is_ Young's modulus of the material of the rod is 200 GPa and the coefficient of thermal expansion is 10-5 per°C. 250 mm 0.2 mm
The stresses in a pipe are similar to: Select one: O A. the stresses in a cylindrical cage OB. the stresses in a sphere OC. the stresses in a cylinder OD. the stresses in a thick-walled sphere
An element in uniaxial stress is subjected to a tensile stress of 49 MPa in the x – direction. Determine the stresses acting on an element oriented at an angle of – 27 °C from the x – axis (clockwise direction)
For the structure shown in the figure, all of 1, El and L are of respective unit values. The equivalent stiffness constant for the structure is 1, EI de Grà K=3
1. The stress condition on a two-dimensional infinitesimal material element is shown in Fig. 1 Fig. 1 60 MPа A 50 MPа В 30 MPа A. Describe the state of stress on: (i) Face A (ii) Face B B. State the sign convention for stress components on faces A and B in the: (i) Physical-space (ii) Mohr-Circle-space C. Draw the Mohr circle for the stress element in Fig. 1
At a point on the free surface of a machine component the strain rosette shown in the figure below
A bar in the shape of a solid truncated cone of circular cross-section is situated between two rigid supports which constrain the bar from any change of axial length. The temperature of the entire bar is then raised by AT. Assume that the cross-sections perpendicular to the longitudinal axis of symmetry remain plane and neglect localized end effects due to the end supports. Determine the normal stresses at any point in the bar.
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.