Answered: a) Find the displacements at point C of…

a) Find the displacements at point C of the frame using Finite Element Method. b) Draw the stress resultant diagrams (M, N, T). 70[kN] 50 kN / m 30 ( cm) 50 (ст) 1.5 m) E=28 GPa. A 1.5(m) 9 (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: H.W: Determine the vertical displacement at point A for the semicircular beam shown in Fig. below.…

A: Consider a section x at angle θ with horizontal

Q: 24 Determine the vertical displacement at joint A, if members AB and BC experience a temperature…

Q: The slope of the 4.6 kN force F is specified as shown in the figure. Express F as a vector in terms…

A: The vector value has both direction and the magnitude. some of the example are velocity, force…

Q: SOLVE

Q: 4. Determine the displacement at point D. El is constant. Freed B Pinned 5 kN/m D

Q: 100 KN |4 m 6 KN/m 10 KN/m 8 m 8 m 24 m 8 m . solve for the support reactions 2.) using the…

A: Solve for suport reaction and draw SFD and BMD

Q: Q. 3. Using the force method of analysis, determine the reactions of the beam shown in Q. 3, if…

A: Given data: E=200 GPaI=300×106 mm4δ=5 mm

Q: 24 KN/m 30 KN AC C B 3 m 5 m 3 m

A: Using slope deflection method

Q: Q.2 The resultant of the force system shown in Figure (2) is a vertical force of 1250N. Determine…

A: Resolving forces in horizontal and vertical directionHX=total horizontal forces…

Q: Use the Unit-Load method to find the displacement for the roller support at (A) of the frame shown…

A: The figure is shown below,

Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

Q: Problem 1 Resolve the 900-N force into a component P along with AB and a component Q perpendicular…

Q: Using the conjugate beam method, determine the displacement at B. El is uniform along the beam.…

Q: Q. I For the truss shown in Q. $. determine the horizontal and vertical components of the…

A: Given:- The truss is given with two forces acting on it The magnitude of the vertical force at B =…

Q: 30 kN 30 kN 30 kN 20 kN- 4 m -2m-2m2 m+2m- EA = constant E= 200 GPa A= 5000 mm Determine the total…

A: We have to determine the value of total displacement of joint E as per the given data in the…

Q: 1. Determine the vertical displacement of section B. The rigidity of AC is 2EI, the rigidity of BC…

A: For determining deflection at point B we will be using the conjugate beam method. In this method…

Q: HW1: Use the Conjugate beam method to determine the slope at A and displacement at C. El is…

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

Q: The surface AB is quarter a sphere that is hinged at B, and held by a horizontal force P at A. All…

A: as the wall and curve surface is smooth . the weight of the cylinder is equal to the vertical…

Q: PROBLEM NO. 3 A uniform bar AB is resting in a horizontal position on smooth inclines as shown…

Q: Use the Unit-Load method to find the displacement for the roller support at (A) of the frame shown…

A: Consider free body diagram

Q: Example 2: x. A frame work's parameter is: P = 1000 kN, L = 1m, E = 210 GPa, A = 6.0 x 10-4 m²…

A: We have to find the value of displacement and the constraints forces as per the given frame in the…

Q: 4 m 4 m 3 m* 6 m 4 m D In the shown figure the rod is subjected to the force F ,=500 N Point B is…

A: Given :- Force (F) = 500 N Point B is located ate the mid point of the rod Coordinates of point B…

Q: Analyze the structure using slope deflection method solve for the reaction at support A and support…

A: Slope Deflection Method A and B are the fixed end supports and C has a vertical reaction at L/2 from…

Q: B A b Calculate the support and joint reactions, draw the free-body diagram! Input data: P = 10.00…

Q: a) Nodal displacements and slopes b) The forces in each element c) Reactions SHOW YOUR WORK 10 kN/m…

A: Step 1 Given Data: To determine:-a Nodal displacement and slopes b Forces…

Q: ち 2. Find the horizontal displacement at joint C. EI is cOnstant. と「2m

A: Solution;

Q: Determine the displacement at point B by the method of Virtual Work in Q.5. EI is constant. 8k 3k/ft…

A: Method of virtual work is the method of virtual forces that allows the law of conservation of energy…

Q: A simply supported beam AB of length į carries a gradually varying load with zero at Band w per unit…

Q: H.W: Determine the vertical displacement at point A for the semicircular beam shown in Fig. below.…

Q: The shear strain at corner A of the following rectangle with respect to Y-axis is

Q: If the bent rod shown is suspended from A, determine the angle segment AB makes with the vertical…

Q: 1: Determine the slope and the displacement at ponf B for the beam . B 15m

Q: Determine the displacement at C and the slope at A of the beam shown in Fig. 4. 8 kip/ft B 6 ft 9 ft…

A: Double integration method is suitable for a prismatic beam having constant EI. This method is…

Q: The degree of static indeterminacy N, and the degree of kinematic indeterr plane frame as shown…

Q: 4. Determine the vertical displacement at point C (i.e., Acv) for the following rigid frame, assume…

Q: Figure 1 shows a statically indeterminate structure supporting a gradient distributed load.…

A: FBD:

Q: All stress planes pass through the Pole point under the graphical setup of Mohr's Circle.

Q: The rigid pole is supported by a pin at C and a wire AB. If the wire has a diameter of 0.5 cm and…

A: To change in length of wire AB and change in diameter

Q: 50 KN 2m C. The force R = 600 kN is the resultant of the forces P, Q and 50 kN in figure 3. 1.…

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

Q: A 16 KN/m 21 5 m B 41 6 m 25 KN/m t

Q: ement of point C and the rotation of point A. Consider only the b

Q: 3m >600KN 400KN 4m AE=1x10^6KN Analyze the given structure using Virtual Work Method Determine the…

Q: Use Virtual Work Method to solve the horizontal displacement of joint D in mm of the truss system…

Q: For the frame shown, determine the reactions at the supports by the slope-deflection equations.…

A: Calculate the Fixed end moment MAB¯=-Wl1l22l1+l22=-30×5×123+12=-18.84 kN-mMBC¯=-30×32×13+12=-3.28…

Q: 10/10 find the strain( e) in x-axis only.if .Poisson ratio=D0.25, E= 200 GPa 14 kN 10 kN 12 kN 15 mm…

A: The stress is the ratio of the load or the force to the cross-sectional area of the object or body.…

Q: Determine the support reaction at C using Conjugate Beam Method. Indicate the negative sign if the…

A: Consider the given figure \ Consider F.B.D

Q: 2. Determine the displacement and slope at point C for the beam shown in Fig. 2. Note that EI is…

Q: For the beam shown in Figure P3.4, determine the displacements and the slopes at the nodes, the…

Q: Q. 3 Determine the vertical displacement of Joint A by the Method Virtual Wok if member AE is…

A: Apply unit load at A

Question

a) Find the displacements at point C of the frame using Finite Element Method.
b) Draw the stress resultant diagrams (M, N, T).
70[kN]|
50 kN / m
30 (cm)
B
60(cm)
1.5 m)
E=28 GPa.
1.5(m)
9 (m)

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

Please show complete solutions. Considering EI is constant and the value of P is 425kN, calculate the following using Conjugate beam method : A. What is the value of the reaction at point B in the real beam? B. What is the value of the reaction at Point A in the conjugate beam? C. DISPLACEMENT AT C. D. DETERMINE SA SLOPE AT B.
Using Conjugate-Beam Method, determine the displacement at B. 12 m I 80 KN B E = constant = 200 GPa I=600 (106) mm² 12 m 21
A beam is subjected to a uniform force w as shown in the figure below. The E of the entire section is 200 GPa, and the I is 60×10^6 mm^4. Try to draw the beam’s Shear Curve and Moment Curve.(a) If point C supports sink 0.1 m before assembly(b) If the uniform force w is removed and the point C sinks, but the point A support is rotated 0.005 rad clockwise before assembly
Shear force acting on section H in the figure Shear stress y when T = 50 kN acts Draw the distribution of zy.
a) Find the rotation at point B of the beam using Finite Element Method. b) Find the stress resultants (M and T) at point D. 40 [kN / m] 12[kNm / m] 30 (ст) 60(cm) B E=28 GPa. 2 (т) + 4 (m) 2 (т) +
2. The following displacement field is applied to a certain body =k(2x+y²), v=k(x² − 3y²), w=0 U = where k = 10-4, (a) show the distorted configuration of a two-dimensional element with sides dx and dy and its lower left corner (point A) initially at the point (2,1,0), i.e., determine and sketch the new length and angular position of each side. You may exaggerate the plot to facilitate visualization; (b) determine the coordinates of point A after the displacement field is applied; (c) find o at this point; (d) find the maximum, minimum normal strain and maximum shear strain at this point.
A vertical tapered rod of length L has its diameter varying linearly from 'd' at lower end to D at the upper end which has fixed support. Young's modulus of the material is E. Show that the elongation of the rod at its lower end when subjected to a longitudinal force F is given by &= 4FL/ πdDE
A symmetrical beam of length 300 mm is loaded with a force of 414 N downwards (positive z) and has the following equation for the vertical displacement: F w (x) = E, ( - +4) %3D Ely 8. The value of E is 200,000 Nmm 2 and the values of ly is 20 x 106 mm4 The maximum value of z for the beam cross section is 20 mm What is the maximum tensile stress in the beam at the point when x = 86 mm? Express your answer in Nmm2, as a number to 2 dp, without the units.
Solve for the displacement and reaction of the given figure. Pls help!
All the bars of the lattice in the figure have Young's modulus E = 200 [GPa] and section area transversal A = 0.0015 [m21. Determine the vertical displacement of node A and the force on bar AB. 3 [m] B. 10 [kN] 4 [m]
consider yhe beam shown in figure 1. El is constant Use the conjugate-beam method. Suppose thag M= 24k•ft and El is in k•ft^2 a) determine the slope at C measured counterclokwise from the positive x axis b) determine the displacement at C measured upward answer in k•ft^2/El please 6k M A C B 4 ft 6 ft
b. A truss bridge has a concentrated load as shown below. As an Engineer use the principle of virtual work to find the vertical displacement at the node C. Take E = 200 GPa and A=400 mm2 6 kN 4 m В 5 m 4 m