Problem # 5: The horizontal member shown in the figure is loaded by 25 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 620 mm² ) and aluminum connector CD (E = 70 GPa, A 530 mm? ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 25 kN 0.5 m 0.3 m D E 0.4 m 0.2 m

Problem # 5: The horizontal member shown in the figure is loaded by 25 kN at E. It is supported by steel connector AB (E = 200 GPa, A= 620 mm² ) and aluminum connector CD (E = 70 GPa, A 530 mm? ). Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E. 25 kN 0.5 m 0.3 m D E 0.4 m 0.2 m

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: please solve all of the questions in the picture and post your work, please.

A: Detailed step by step solution is given below, still if you have any query please feel free to…

Q: Consider a cylindrical specimen of a steel alloy (Please see the figure) 0.33 in. in diameter and…

A: Hi! Thank you for the question, As per the honor code, we are allowed to answer only three sub-parts…

Q: The stresses shown in the figure act at a point in a stressed body. Determine the normal and shear…

A: Given : To Find : Determine the normal and shear stresses at this point in the inclined plane ?

Q: Consider the following situational data that was obtained in a machine design analysis of loads and…

Q: into the parallelogram shape as shown in the figure. All edges remain the same length a, as the…

A: solution of above problem is below:

Q: An initially rectangular element of material is deformed as shown in the figure. The shear strain in…

A: To find the shear strain in the section

Q: Mohr's circle is shown for a point in a physical object that is subjected to plane stress. If 1 grid…

A: Given I grid square = 7MPa

Q: Q4: If the cross section of the beam shown in the figure (3) below has bending stress of 28 MN/m² in…

A: Draw the figure. It is required to determine the centroid.…

Q: Question 8 The rigid, horizontal slab is attached to two identical copper rods. There is a gap A =…

Q: A thin sheet of rubber in the form of a square is uniformly deformed into the parallelogram shape as…

Q: QUESTION 3 Two titanium bars are joined together to make a truss structure as shown in Figure below.…

Q: -- A thin aluminum plate profile hown in the accompanying igure is subjected to an axial oad.…

A: Considering the section below:

Q: A tri-metallic bar is uniformly compressed by an axial force P = 40 kN applied through a rigid end…

Q: The stresses shown in the figure act at a point on the free surface of a machine component. If 0=31…

Q: Thin square plate PQRS is symmetrically deformed into the shape shown by the dashed lines in the…

A: Thin square plate PQRS;a = 200 mm,b = 202.1 mm,c = 198.9 mm.We have to determine-1. Shear strain xy…

Q: The stress-strain behaviour of a material is shown in the figure. Its resilience and toughness, in…

A: Given:

Q: The state of stress at a point, for a body in plane stress, is shown in the figure below. If the…

Q: A tri-metallic bar is uniformly compressed by an axial force P = 40 kN applied through a rigid end…

Q: The plate is deformed into the dashed shape as shown. If in this deformed shape, the horizontal…

A: L = 303 mm a = 3 mm b = 6 mm determine the average normal strain along the side AB

Q: The following force-extension graph is for a cylindrical metal sample with cross section area of…

A: Given data:- The cross-sectional area,A=3.6 mm2 The length,L=240mm

Q: For the state of stress (MPa) shown in the figure below. The ratio of Major principal stress to…

A: The state of stress is given as shown- σx=15 MPa,σy=10 MPa,τxy=5 MPa, To Find- The ratio of major…

Q: A thin rectangular plate ABCD is deformed into a parallelogram as shown in the figure below. The…

Q: Q.1 The state of stress at a point P is represented in the figure. by the stress element as shown G…

A: Given data: The state of stress, σx=+50 Nmm2σy=-40 Nmm2 Modulus of elasticity, E = 200 GPa = 2×105…

Q: 16.5° 0.151z mm -Deformed Undeformed 0.15 mm 0.1995mm 15.3° 0.2 mm An initially rectangular element…

Q: Figure Q1 shows a stress state element in a material component. Analyse the element and calculate…

A: Given:- σx=80MPaσy=-120 MPaτxy=-25 MPa To find:- From the given stress element in a material…

Q: The state of stress at a certain point in a stressed body is shown in figure. The magnitudes of…

A: Given- Stress- σx=100 MPaσy=-100 MPa

Q: SOM 1. Show your complete solution. ( I know the answers but I need the detailed solution) Given…

Q: The state of stresses in the xand y directions at a point in a given material is shown in the figure…

A: step 1-

Q: Calculate the normal stress (a) in the bar.

A: The values and diagram given in the question are as follows: Force(F)=45 kN or 45000 N…

Q: A piece of rubber as shown in figure is subjected to the displacements of 2 mm and 3 mm at corner B…

A: A piece of rubber subjected to displacements as shown- To Find- The average shear strain at corner…

Q: Osa 18° Taa /a 45° a 200 MPa 50 MPa

A: GIVEN: TO DETERMINE: The Normal stress on plane a-a CONCEPT: Angle substended by two planes on…

Q: Given the following state of stress and material properties Ox = 10MPa E = 200GPa 0z = -15MPA v =0.2…

Q: At a point in a machine component that is subjected to plane stress, the normal and shear stresses…

Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

SOM 5. Show your complete solution. ( I know the answers but I need the detailed solution) Given answers: Deformation of AB = 0.121 mm Deformation of CD = 1.011 mm Vertical Displacement of E= 0.242 mm

Problem # 5: The horizontal member shown in the figure is loaded by 25 kN at E. It is supported by steel
connector AB (E 200 GPa, A= 620 mm2 ) and aluminum connector CD (E = 70 GPa, A = 530 mm2 ).
Determine the deformation incurred by connectors AB and CD. Also, calculate the vertical displacement of E.
25 kN
0.5 m
0.3 m
D
E
0.4 m
0.2 m

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step 3

VIEW

Trending now

This is a popular solution!

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 rigid bar of negligible weight is supported as shown in the figure. If W = 80 kN, compute the temperature change of the assembly that will cause a tensile stress of 50 MPa in the steel rod. Use the following data: A (in?) a (/°F) E (GPa) Steel Rod 300 11.7 x 106 200 Bronze Rod 1400 18 x 10-6 83 Bronze 3 m Steel 1.5 m 1.0 m 2.5 m 1.5 m W
Answer asap with solution
The state of stress at a certain point in a stressed body is shown in figure. The magnitudes of normal stresses in x & y directions are 100 MPa& 100 MPa respectively. Determine the radius of Mohr's circle representing this state of stress (in MPa). Oy 0x4 9. Ox
For the state of stress (MPa) shown in the figure below. The ratio of Major principal stress to minor principal stress will be (up to two decimal places) 10 5 15+ + 15 5 10 LO
Last digit of my id is 0
I need right solution with clear calculation.
As seen in the figure, a rigid beam carried by three elastic rods of equal length from points A, B, and C is pulled to Eve from points F by P-force. The modulus of elasticity of the bars are E1=100GPa, E2=120GPa and E3=100GPa. Yield stress σA=40 MPa for bar 1 and 3, yield stress σA=120 MPa for bar number 2. Accordingly, a) determine the load PA that will start the flow, b) the load PG that will cause the migration.
For P = 100 MPa, determine the range of values of τxy for which the maximum tensile stress is equal to or less than 60 MPa. (Round the final answer to one decimal place.)
Determine the equivalent state of stress on an element at the same point oriented 60" clockwise with respect to the element shown in the figure below. Suppose that =153 MPa =D 109 MPa (Figure 1) Figure 1 of 1 75MPA
The lower ends of the three bars in the figure are rigid homogeneous W = at the same level before the 100 kN block is attached. The temperature of the bars is then increased by 80°c. The block is assumed to remain horizontal after all deformations have occurred. The properties of the bars are shown in the table. STEEL BRÖNZE Length, L Area, A Modulus of Elasticity, E Coefficient of Thermal Expansion, a 1.0 m 1.6 m 500 mm2 900 mm? 200 GPa 83 GPa 11.7x10-6 mm/ (mm-°c) 18x10-6 mm/ (mm-°C) Calculate the stress developed in the bronze bar. Bronze Steel Steel A Calculate the stress developed in the steel bar. FIGURE 10