Answered: Apply Virtual work method for the…

Apply Virtual work method for the calculation of deflection at Point C. A is fixed support. ElI is constant. 75 KN/m Fixed Support 3m 150 KN 2m

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: Use the moment-area method Determine the slopes and deflections at points B and D of the beam shown

A: Use the moment-area methodDetermine the slopes and deflections at points B and D of the beam shown

Q: Note: The values of Constants A, B, C, D can be determined using the following: A=2 B=9 C=5 D=3

A: Fixed end moment mBC =-2.18220=-6.72mBC =2.18230 =4.48 MBA +MBC =04EIθB7-6.72…

Q: For Beam AB (EI Constant), use the Unit Load Method to Determine: 1. The Deflection atC 2. The…

Q: What is the lateral deflection at joint E in mm?

A: A truss supported at hinged support at A and roller support at E, is loaded with vertical loading…

Q: Determine the displacement at C. Draw the elastic curve of the beam. USING MOMENT AREA THEOREM

A: Given Data E = 200 GPA = 200 × 103 N/mm2 I = 100 × 106 mm4 Find the deflection at C using moment…

Q: Determine the vertical displacement of joint C of the truss. Each member has a cross sectional area…

A: Here we are provided with a truss structure.Both joints, joint C and joint D are hinged support.As…

Q: Q1] Determine the vertical Displacement of joint D. Assume AE is constant. Use the method of virtual…

Q: b. Determine the deflection at point C. Use E = 200Gpa and couple moment at c as 500 N.m. A В C 500…

Q: 5. Giventhe beamloaded as shown, determine the deflection at the midspan in terms of EI. Use Area…

Q: Determine the deflection at C (in mm). Let P = 20.8 kN, a = 3 m. Use E = 200 GPa, 1 = 70(106) mm².…

Q: Point A is fixed and C is a roller with an internal hinge at B. Assume EI to be constant. Note:…

Q: Problem: Determine the deflection specified in each of the following beams. Assume constant El. Use…

A: Given data: Modulus of elasticity, E=200 GPa Moment of inertia, I=800×106 mm4 The given beam is…

Q: point

A: Consider only cantilever without prop

Q: 3 kN B C A -5 m -5 m-

A: Length of cantilever beam, L =10mfixed end(c) is at right side.The point load is at free end of…

Q: 9.Determine the vertical displacement of joint D. Use the m Accume the members are oin connected at…

Q: 1. Determine all reactions of supports using force method. El is constant. 0.2 Ton 0.6 Ton 3m 2m 2m

A: An indeterminate beam is given and it has been asked to determine support reactions. Please refer…

Q: The truss structure (all members have the same area) carry the loading shown (P = 150 kN) Determine…

Q: A w (kN/m) L ŢŢ B tie rod

Q: Determine the deflection at point C using double integration method. EI=constant, w=30 kN/m a=3m and…

A: A cantilever beam is given, we need to find out Deflection at point C using Double Integration…

Q: ction at A in kN-m. c. Deflection at point C in mm. d. Deflection at midspan of

A: consider above figure for solution first we will convert uniformly varying load in to point load…

Q: Moment Area Method 1. Estimate the deflection at point C and the rotation at point B. EI is…

A: Given data: k is kilo pounds. E=4000 ksi I= 2000 in4.

Q: signment Problem 13.1. The bar is supported by a roller constraint at B which allows vertical…

Q: 8 ft A B - 8 ft - 8 ft

A: The virtual work method is mainly related to a force that is acting on a particle or member of the…

Q: The maximum deflection of a simply supported beam is located at: Group of answer choices a. x =…

Q: Determine the vertical displacement of joint A of the truss. Each member has a cross-sectional area…

A: Solution Given Data Cross-sectional area A=300 mm2 E=200 GPa

Q: 2. determine the deflection at midspan. con- sider El as constant and start x from A. A 10kN/m W B√√…

A: Given Data EI = Constant Find mid span deflection.

Q: A Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106) mmª.…

Q: Determine the deflection at point D in mm.

Q: Integrate your expression for M(x) twice to obtain expressions for slope and deflection…

Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

Apply Virtual work method for the calculation of deflection at Point C. A is fixed support. El is constant.
75 KN/m
Fixed Support
3m
150 KN
2m

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

VIEW

Step 2

VIEW

Step by step

Solved in 2 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

Prob 6. Determine the elastic curve equation for the beam. The beam has a base and height of (b=12 cm and h=24 cm) and length L=8 m. Specify the maximum slope and maximum deflection. w0 = 60 kN/m E = 200 GPa. w = 4wo B A L
3. Determine the maximum deflection of the beam loaded as shown. Let Mo = 75 kN.m andL = 3 m. El is constant 2Mo
Determine bending moment and the vertical deflection under the 40-KN load. E=constant. Use any method. 36 KN/m 140 KN 24 KN/m A 5 m 2 m 2 m 6 m 1.51
Estimate the deflection at point C and the rotation at point B. EI is constant. Support A is a pin and support B is a roller. P = 20 kips, a = 5ft. and E = 4000 ksi, I= 2000 in⁴. (Use Moment Area Method)
Using mcd pls
Use CONJUGATE BEAM METHOD ONLY! E = 80 GPa & I = 1200x106 mm4 A. Find the Vertical Reaction at D in kN B. Find the Deflection at C in mm. C. Find the Slope of the elastic curve at D in Degrees Three Decimal places
3². A cantilever beam carries a vertical load of 150 KN at point B and uniform load of 30 KN/m from C to D., MX a. Draw Shear and Moment Diagrams. b. Using conjugate beam method, solve deflection and slope at B 150KN 4m B 4 m C 30 KN/m 7m D Assume El to be constant: E = 200,000 MPa, I = 500 x 106 mm4.
Use the method of virtual work and determine the vertical displacement of point A. Each steel member has a cross-sectional area of 400 mm2, E = 200 GPa.
Determine the deflection and slope at the x distance from support A of the beam. Take E=70 GPa and I=45.7x10-8 m4 for magnitudes of M0=7,7, x=1,5 and L=4,3.
Determine the slope and displacement at point B. Assume the support at A is a pin and C is a roller. Account for the additional strain energy due to shear. Take E = 29(103) ksi, I = 300 in4, G = 12(103) ksi, and assume AB has a cross-sectional area of A = 7.50 in2. Use the method of virtual work.
Fill in the blanks only.
Determine the vertical displacement of joint B. AlE is constant. Use the principle of virtual work. F9-10. Solve Prob. F9-9 using Castigliano's theorem