For the beams shown in below, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of E, A, and I to be used are listed next to figure. 10 kN E = 210 GPa A = | x 10-? m² 1 = 2 x 10-ª m |5 kN · m 3 m 2 3 m 10 kN 5 kN · m 45° 3 3 3 m 2.

For the beams shown in below, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of E, A, and I to be used are listed next to figure. 10 kN E = 210 GPa A = | x 10-? m² 1 = 2 x 10-ª m |5 kN · m 3 m 2 3 m 10 kN 5 kN · m 45° 3 3 3 m 2.

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 forces acting on the beam shown in Figure 3.1f, determine the location of the equivalent…

Q: hine the following. Use Double Integration Method e at free end ection at 4m from the support 8kN/m…

Q: X kN/m A 5 m 5 m Figure 2: Simply supported beam A 10 meter simply supported beam made of A-36 steel…

A: Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

Q: 5 kN/m 50 mm A B C 150 mm - 2 m - -1.0 m→

A: Given data in question UDL 5kN/m Span member length 3m Cantilever beam Moment area method Cross…

Q: 1. A homogeneous hemisphere of weight W and radius a rests on a perfectly smooth horizontal table as…

A: To find the tension in the string, we can use the principle of moments.. The weight of the…

Q: The resultant of the three forces shown is the force R = 150i + 200k N. Determine the magnitude of…

Q: For the beam shown, solve for the deflection (in mm.) at B. Use the following data: W = 1.8 kN/m…

A: Deflection can be computed directly by using the standard formula for the given case

Q: A non-prismatic rod is attached between two supports as shown in figure. It is subjected to axial…

A: Given :- E =200 GpaAAB= 300 mm2 =450 mm2

Q: Consider a non-uniform cantilever beam that is 1 m long and whose flexural rigidity is given by the…

Q: F2 -300 N F=700 N 60 M. =1500 Nm 2 m 3m or the above diagram, given that F, = 450 N, 8 = 30 degrees…

Q: The beam in Figure 1 is supported by three cylindrical floaters. The beam is loaded by a load G,…

Q: For the forces acting on the beam shown in Figure 3.1f, determine the location of the equivalent…

A: Solution the

Q: For the beam and loading shown in Figure, determine the beam deflection at point E. Assume that EI =…

A: EI=6×104 KN m2 To find: The beam deflection at point E.

Q: For the beam and loading shown in Figure, determine the beam deflection at point E. Assume that EI =…

A: EI = 6 × 104 KNm2 Determine the deflection at point-E of the beam.

Q: y A P 2 ft 63 B 6 ft с -4 ft →→→→ D ·X

A: Draw the shear-force and bending-moment diagrams for the beam shown. Determine the shear force 10.7…

Q: figure 1, determine the reaction at A in kN, slope of elastic curve at A in degrees, and deflection…

Q: The beam in the figure has constant E and I as shown for each of the two segments AB and BC. Find…

Q: It is desired to replace the 560N force R acting on particle A with two forces P and Q which will…

A: ∑ fx560 cos50° = 270 cos20+ Q cosθ360 = 253.717 +Q cosθQ cosθ = 106.28 - 1∑ fy560…

Q: A non-prismatic rod is attached between two supports as shown in figure. It is subjected to axial…

A: For a non prismatic rod Axial load applied is 80 kN and 100 kN as shown in figureTo determine…

Q: Q 7. Use the method of conjugate beam to find the slope and defection at the free end of the…

A: Given: IAB = 4000 cm4 Or IAB = 0.4 m4 EIBC = 2EIAB EICD = 3EIAB

Q: PROBLEM3: For the system shown in Figure 1, x and y denote, respectively, the absolute displacements…

Q: Using the energy method, determine the vertical deflection of point D in the cantilever beam under…

A: To determine deflection at 'D', fictitious load of P is applied at D as shown in figure.

Q: For the mechanism shown, a. Determine the resultant of the three forces. b. Locate the y coordinate…

Q: Inputs: ● ● a = 12 in b = 12.75 in Use the scalar approach (not the cross product). The moment…

A: Given: Moment about elbow = 244 lb inch a = 12inch b = 12.75inch Required: Weight Moment about s

Q: Question 17 A steel rod (E = 200 GPa) is fixed at A and subjected to the loading shown in the…

Q: A truss (Truss) is subjected to force as shown in the figure below. Try to calculate the vertical…

A: A=200mm2 E=200GPa To find vertical displacement at point C

Q: C q (/m) а (m) b (m)

Q: In the frame shown below, P is equal to 208. what is the value of the Vertical direction reaction…

Q: statically indeterminate beam is shown in the figure. Calculate all support e ne FORCE METHOD. El is…

Q: B q (/m) a (m) b (m)

A: Finding out deflection and slope.

Q: For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at…

A: From the given question it is required to determine the slope of the beam at B and the deflection of…

Q: -2m- B -3m-

Q: A w = 4 kN/m 10 m C B K= 40 kN/m

A: Length of beam = 10mE = 200 GPaI = 60 × 10⁶ mm⁴K of spring = 40 KN/m Udl load on cantilever of…

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

For the beams shown in below, determine the displacements and rotations of the nodes, the
element forces, and the reactions. The values of E, A, and I to be used are listed next to figure.
10 kN
E = 210 GPa
A = | x 10-? m²
1 = 2 x 10-ª m
|5 kN · m
3 m
2
3 m
10 kN
5 kN · m
45°
3
3
3 m
2.

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 by step

Solved in 4 steps with 4 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

GIVEN: F1 = 036 F2 = 100 N
Question 3: The circular element in Figure shown below has a radius of 4ft and subjected to three forces and one moment. Determine the summation of moments about O (Mo). 150 Ib | 30 120 ft- Ib r-4 ft 80 Ib 2.5 ft 100 Ib 3. 4 1-2
value of the slope (rotation) at the end of a cantilever beam with a distributed force, w = 8.9kN / m The beam has the following properties: E = 200GPa , I = 467 cm^4 L= 4.8 m.
For the forces acting on the beam shown in Figure 3.1f, determine the location of the equivalent resultant force with reference to point A in m. Given / = 2.4, P1 = 8, P2 = 8 and w = 2 %3D (Note: Prefix the answer with negative sign "." if the location is to the left of the reference point. E.g. if the location of the equivalent resultant is located between points A and B, or to the left of point B by 1.2m, the answer should be "-1.2" with reference to point B) P, kN W kN/m P, kN C 21 m 21 m Figure 3.1f
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.
The force of a beam is shown in the figure below. If you want to apply an additional force of MA to make the corner of point A zero, try to calculate the magnitude of the bending moment MA, and the EI of the entire beam section is constant.
2. Using the double integration method, determine the displacement at point C in the beam shown. Use E = 200 GPa. The section is given below for the moment of inertia. 8 kN 2 kN/m B 2 kN/m 4 m 4 m 100 mm 25 rmrm 100 mm 25 mm 25 mm
Determine the Moment area of B.
Rod OA rotates about O in a horizontal plane. The motion of the 0.5-lb collar B is defined by the relations r= 10 + 6 cost and 0=(4-8), where r is expressed in inches, r in seconds, and 8 in radians. Determine the radial and transverse components of the force exerted on the collar when (a)1=0, (b) t=0.5s.
A beam supported by three identical springs at points A,B,C (see figure). Given that flexural of rigidity of the beam, EI= 2.029X1011 N.mm2 ; spring constant,k = 1471.5N/mm, w=116N/mm All dimensions are in mm. 1. What is the reaction for at point A,B and C? 2. What is the deflection at point B? 3. Please draw shear-force and bending moment diagram.
For the forces acting on the beam shown in Figure 3.1h, determine the location of the equivalent resultant force with reference to point A in m. Givenl= 2.4, P1 = 45, P2 = 90, w1= 40 and w2 = 60. (Note: Prefix the value with negative sign "-" if the location is to the left of the reference point. E.g. if the location of the equivalent resultant is located between points A and B, or to the left of point B by 1.2m, the answer should be "-1.2" with reference to point B) P, kN P2 kN W, kN/m W, kN/m C Im 21 m 21 m Figure 3.1h
MECHANICS OF DEFORMABLE BODIES