Calculate the deflection at point B using virtual work method.W = 6.0 kN/m , P = 12.6 kN, a = 1.5m, b = 1.5m, c=1.3mNote: (input the sign) Calculate the deflection at point B using virtual work method.W = 6.0 kN/m, P = 12.6 kN, a = 1.5m, b = 1.5m, c=1.3mNote: (input the sign)A(0WBbCPD

Answered: Image /qna-images/answer/88488aae-f4e7-4781-a7f5-4ef3f21c6794.jpg

Answered: Calculate the deflection at point B…

Calculate the deflection at point B using virtual work method. W = 6.0 kN/m, P = 12.6 kN, a = 1.5m, b = 1.5m, c=1.3m Note: (input the sign) A (0 W B b с P D

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: 60 kN/m- 30 kN/m A Hinge B 5 m 10 m-

Q: 1. Assume El to be constant, E=200 GPa, I=500 x 10^6 mm^4. * 12 kN 12 kN 12 kN 2 kN/m B |D E| 1m 2m…

Q: : El is constant. 3 kips/ft I

Q: From the structure shown. E = 200 Gpa, I = 200x10^6 mm^4. Let Q = 25 2EI 4 m QkN B * ΕΙ Hinge 3 m…

A: Given data E = 200 GPA = 2 × 105 N/mm2 I = 200 × 106 mm4 = 2 × 108 mm4 Q = 25 Find. 1.…

Q: Workout 2. Use the area-moment method to determine the slope and deflection at point B of the beam…

A: Given data Find slope and deflection at B using Area-moment method.

Q: From the beam shown below, find the slope and deflection of points B and C. Use Moment-Area Theorem.…

A: The total length of the beam = 10m It is loaded with a point load of 30Kn, udl of 15Kn/m and uvl of…

Q: Problem Set - 2: The simply supported steel beam is loaded by the 20 kN-m couple as shown in the…

Q: Situation 1 Using double integration method, determine the slope and deflection at the free end of…

Q: Calcualate the deflection and slope at A and C of the beam in the figure using area moment method. E…

A: Given simply supported beam with one side overhang beam and loading conditions Young's modulus, E =…

Q: a = 8.3 m, b = 3.1 m, c = 10.0 kN/m, d = 32 kN. %3D %3D d kN d kt c kN/m BA "b" m "b" m

Q: Compute the vertical deflection of point C for the cantilever beam Given I=500×106 mm4, E=20 GPa.…

A: Given Data: The uniformly distributed load on beam is, w=2 kN/m The load at point C is, P=5 kN The…

Q: Calculate the deflection at C. The beam has a constant El 150,000 kN.m. You can use the method of…

A: Consider the free body diagram of the given loaded cantilever beam as shown below. Flexural…

Q: For the beam loaded as shown, determine the beam deflection at point C. Assume that E = 25500 ksi…

A: Intensity of UDL (w) = 3.2 kips/ft Intensity of point load (P) = 36 kips Young's modulus of…

Q: 4.Compute the location and magnitude of the maximum deflection of the beam. 2W KN 1m 3m W KN ↓ 2m…

A: Given:- W = 39 To find:- Location and magnitude of maximum deflection

Q: Determine the deflection at the left overhang of the beam loaded as shown below using double…

A: Given Data E = 200 GPA I = 1460 × 106 mm4 Find deflection at the left overhang of the beam…

Q: Compute the deflection at C using Superposition method.

Q: Determine the horizontal and vertical deflection at point C. Use E = 200 GPa and 1=20x10^6 mm^4. 2 m…

A: E = 200 GPa I = 20 × 106 mm4Determine the horizontal and vertical deflection at joint C. Lets solve…

Q: 2 k/ft -15 t- +6ft El = constant E= 29,000 ksi I-3,500 in.

A: Given data We have to determine the maximum deflection using Moment-Area Method

Q: 3m

Q: b kN/m a kN/m B D 1.51 "d" m 21 "c" m "c" m

Q: 1.) What is the vertical deflection 2m from the roller? p=6,215kN Note: If the deflection is…

Q: PART 2. Answer the following using Area Moment Method Problem 1. Determine the deflection and slope…

Q: Compute the deflection at C using double integration method

A: Consider E as origin and find moment equation:Mx=-2x22-12x-1-12x-3-12x-5

Q: Using Area moment method. For the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Compute the slope…

Q: 2 From the beam shown below, find the slope and deflection of points B and C. Use Moment-Area…

A: The beam is simply supported on both the ends. The beam is loaded with, Point load at B = 30KN…

Q: For the frame shown below, the horizontal deflection at joint C is: (E = 200 GPa, A = 34× 10 mm2,…

A: Apply a unit horizontal load at C. FBD due to original load (M) FBD due to unit load at C (m)

Q: Compute the deflection at C using area moment method

Q: 2E1 - 4m 25kN B ΕΙ Hinge 3m 37.5 kNm

A: Given data : Determinate beam with internal hinge at B and fixed and roller support at A and C…

Q: solve using double integration method.Compute the vertical deflection of point C for the beam shown…

A: Answer We have from double integration method EIy" = M ...say equation I M = Moment…

Q: Compute the deflection at C using area moment method, Assume EI to be constant, E = 200GPa, I =…

A: Given, Span of the Beam = 6m E= 200GPA I= 500×10^6 mm4 We need to Calculate Deflection at point…

Q: 5m 180 KN -5m 15 kN/m 4m

Q: Determine The Horizontal Deflection At Point D. Use The Virtual Work Method. E = 70 GPa, Ainternal =…

Q: 1.5 k/ft 30 k 6 ft +4 ft+5 ft- El = constant E = 1,500 ksi 1 = 20,000 in.4

Q: Compute the deflection at C using superposition method

Q: Use Slope-Deflection Method to solve for the unknows on the 120mm x 120 mm beam shown in figure. E =…

A: As in question fixed support,trapezoidal loading is given so we need to break the structure into…

Q: Compute the deflection at C using conjugate beam method,

A: Given, The beam is A 'Cantilver Beam' Span of the beam = 6m There is 3 point loads having magnitude…

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

A: Given, The beam is A propped Cantilever beam. Span of the beam =10m The beam is loaded with A udl…

Q: 60 kN/m 30 kN/m A C Hinge /B -10 m- 5 m Determine the deflection at B in mm. E = 200 GPa and I = 600…

Q: For the cantilever steel beam [E = 300 GPa; 1= 129 x 106 mm4] shown in Figure, use the double-…

A: Given, E = 300 GPa I = 129 x 106 mm4 L = 2.5 m P = 50 kN/m wo = 90 kN/m

Q: 1. Determine the value of the force P that will prevent the midspan of the beam f deflecting. El is…

Question

Calculate the deflection at point B using virtual work method.
W = 6.0 kN/m , P = 12.6 kN, a = 1.5m, b = 1.5m, c=1.3m
Note: (input the sign)

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

Determine the vertical deflection of joint D produced by the 30-kip load as shown in the figure below. Use Virtual work method.
Determine the deflection at B, slope at A and C if El=constant. Use E=200GPA and 1=4500x106mm², using Virtual Work method 60 kN-m 8 kN/m 5m B 50 KN ↓ 3 m C 12 kN/m - 2m +3m D 3 m E
1. Solve using Area Moment Method. EI is constant
Q6 Determine the maximum deflection in point B in frame shown in Figure 6. Q= 240 kN and E=200 GPa. Areas: E AD = 400 mm CE = 500 mm² 5 m 2 m A B C |-2 m→-2 m→| Figure 6
(a) Compute the slope at A and the deflection at D in Figure.. (AREA - MOMENT METHOD) 0 L 7 m 120 kN B +3m+5m El = constant E = 200 GPa / = 262 (10) mm
Using conjugate beam method, for the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Determine the slope at B and deflection at D.
Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 101 kN w = 37 kN/m If the deflection is downwards, answer in negative value. P₁ (kN) w (kN/m) 4m 2.2m B
Indicate the negative sign (-) if the answer is downward. Provide complete solutions. Write legibly. Determine the deflection at the midspan of AB Use E = 200 GPa; I = 300x10° mmª. 26 kN/m 8 kN 10 kN/m 35 kN-m 20 kN-m B 8 m 2.5 m 2.5 m
Əs = 0.00245 rad 4 ADe= €r [l60 (3] 480 EI EI Ape= E[4(724.3) - 480] DO 2417.2 kN.m EI 2417.2 70(2340) = 0.01476m A = 14.76 mm↑ Use the moment-area method to determine the slope and deflection at point D of the beam shown. 180 kN 15 kN/m В D -5 m- -5 m- -4 m- El = constant E = 70 GPa I = 2,340 (106) mm4 390/EI 3.82 ft 120/EI * Diagram (km) EI E I -Tangent at D ADC A DAC I -Tangent at C
The beam shown is supporting a uniform load of 1.5 KN/m on the overhang BC. If E=200,000 MPa, l=7.5x10^6 mm^4. Using conjugate beam method determine the following: A. Compute the slope at point C. Express your answer in radians. B. Compute the deflection at point C. Express your answer in millimeters. 1.5kN/m B 6m 4m
ASAP c=8 d=1