For the bar shown in the figure, determine what the value of force Fc must be for the displacement at point C to be null. For calculation purposes, consider L1 = L2 = 2 m, E = 201 GPa, A = 180 mm?, p0 = 1000N/m, FB =1000 Also obtain the expressions and plot the axial displacements u(x), the resulting normals Nx (x) and normal stresses axx(x). EA = constant Po EA cte Fe Fc L, L2

For the bar shown in the figure, determine what the value of force Fc must be for the displacement at point C to be null. For calculation purposes, consider L1 = L2 = 2 m, E = 201 GPa, A = 180 mm?, p0 = 1000N/m, FB =1000 Also obtain the expressions and plot the axial displacements u(x), the resulting normals Nx (x) and normal stresses axx(x). EA = constant Po EA cte Fe Fc L, L2

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: 3. Determine the strain energy of the beam shown in the figure below. The cross-sectic beam is…

Q: Calculate the principal normal stress values, the principal normal stresses and the stresses that…

Q: Refer to the given figure as shown. P= 40 kN Cross section Area: 50mm x 50mm Modulus of Elasticity:…

A: As per our company guidelines we are supposed to answer only first 3 sub-parts. Kindly repost other…

Q: Calculate the principal normal stress values, the principal normal stresses and the stresses that…

Q: Check whether the beam section whose loading condition, cross section and dimensions are given in…

A: Compressive stress is the force that deforms the material in a way that reduces the volume of the…

Q: POISSON'S RATIO, µ It is the ratio of indirect strain to direct strain Formulas: H= Eindirect…

Q: A 20 mm diameter shaft of length 500 mm is fixed at one end. A torque, T is applied at its free end.…

A: Given: Length of shaftL=500 mm Diameter of shaftD=20 mm Angle of twistθ=45°=π4 rad Linear…

Q: Draw the diagram of normal forces, stresses and displacements along the length of the stepped bar…

Q: Plane Stress In the stress element given in Figure 3, WITH MOHR CIRCLE; (a) Determine the principal…

A: Principal stresses: Principal stresses are the utmost and minimum value of normal stresses on a…

Q: s have the same cross-sectional area and are of the same materia pad P-15,000 lb. The dimensions in…

Q: Question 1 Refer to the given figure as shown. P= 70 kN Cross section Area: 50mm x 50mm Modulus of…

A: Given Data:P = 70kNGross Sectional Area=50mm×50mmModulus of Elasticity = 70Gpa

Q: The plane state of stress (shown in the following Figure) is for a point p inside a given body under…

Q: The bending moment Mx affects the cross section of the beam given in Figure 4. Beam cross section…

Q: A cross-section of a beam is shown in Figure Q2. If the shear force in this section is V = 180 KN,…

Q: 3= The state of strains at a point are defined as follows. Find X and Y such that the normal and…

Q: 3. Rigid member ABD is connected to elastic member CDE as shown. Fo the given loading, what are the…

A: Given Data: E=70 GPa=70×103 N/mm2A=100 mm2CD=0.4m=0.4×1000=400 mm2DE=0.2=0.2×1000=200 mm2

Q: 3= The state of strains at a point are defined as follows. Find X and Y such that the normal and…

Q: 1. Determine the "t" parameter of cross section of the beam in the figure below se Navier formula)…

A: A structure is a structure or an assemblage of related elements that is used to aid a pile.…

Q: 7. The simply-supported beam of Figure 7 has flexural rigidity El and is subjected to a distributed…

Q: Find the largest bending moment of M that the beam, whose cross section is shown in the figure, can…

Q: For a two-dimensional truss structure as shown in the figure, determine displacements of the nodes…

Q: Fer the atate of stress shown on the elemenmt below, Apply the concept of stress transformation to…

Q: Calculate the principal normal stress values, the principal normal stresses and the stresses that…

Q: normal strain in bar (2) is measured as –3,300 um/m. Use the dimensions L1 = 1,600 mm, L2 = 1,200…

A: According to given data The data given is question is different from the figure ,I am considering…

Q: Determine the boundary conditions that can be used for double integration method. (a) (b) Use double…

A: Question is based on the overhang beam subjected to uniform load. Magnitude of load and span length…

Q: 80 50 50 80

A: Note: Hi! Thank you for the question, As per the honour code, we are allowed to answer three…

Concept explainers

Pressure and Stress

Question

For the bar shown in the figure, determine what the value of force Fc must be for the displacement at point C to be null. For
calculation purposes, consider L1 = L2 = 2 m, E = 201 GPa, A = 180 mm?, p0 = 1000N/m, FB =1000
Also obtain the expressions and plot the axial displacements u(x), the resulting normals Nx (x) and normal stresses axx(x).
EA = constant
Po
EA-cte
Fe
Fc
L,
L2
Please resolve all items in the 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

Step 1

Step 2

Step 3

Step 4

Step 5

Step 6

Step 7

Step by step

Solved in 7 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

where, bf1= 260 bf2 = 120 tf = 25 tw = 16 d1 = 160 d2 = 110 1. Calculate the location of the neutral axis from the bottom of the beam in mm. 2. Compute for the moment of inertia in 1x10^6 mm^4. 3. What is the value of in kN/m, considering flexural stress in tension? 4. What is the value of in kN/m, considering flexural stress in compression? 5. What is the statical moment of area (Q) in 1x10^3 mm^3 ? Use three decimal places. 6. What is the value of in kN/m, considering shear stress at the welded section? 7. What is the safest value of in kN/m? Use three decimal places.
3= The state of strains at a point are defined as follows. Find X and Y such that the normal and tangantial component of the strain vector on a plane with normal unit vector of n=(n,n2,n3) is equal to En Et. 80 Y-50 [ε] = Y X 20 (*10 m/m) 50 4 n₁ n₂ n3 &*10 0.4 0.2 0.894 37.57 -50 20 En *10 28.58
1)
1
For the stress state listed below: Ox = 85 MPa Oy = -62 MPa Txy = -28 MPa 1. Use software of your choice (Excel, Matlab, etc.) and plot Mohr's circle. 2. Using a protractor, or graphically using computer code, measure the rotations necessary for the principal stress plane and the plane of maximum shear.
Two dimensional stress tensor at a point is given by a matrix *][* [100 30 30 20 The maximum shear stress is MPa MPa.
A wide-flange beam (see figure) is subjected to a shear force V. 0 -b→→→→ Using the following dimensions of the cross section, calculate the moment of inertia and then determine the following quantities. b = 6 in., t = 0.5 in., h = 10 in., h₁ = 8.4 in., V = 28 kips Note: Disregard the fillets at the junctions of the web and flanges and determine all quantities, including the moment of inertia, by considering the cross section to consist of three rectangles. (a) the maximum shear stress max (in psi) in the web psi max Taver Th (b) the minimum shear stress min (in psi) in the web psi = (c) the average shear stress Taver (obtained by dividing the shear force by the area of the web) and the ratio max (Enter your answer for T Taver in psi.) Taver = Taver psi Vweb web (d) the shear force Vweb (in kips) carried in the web and the ratio kips Vweb = Vweb = V