Answered: Q1/ If El is constant, determine…

Q1/ If El is constant, determine equation of the elastic curve, then find the slope at point A and the deflection at point C. 35 KN 27 KN.M A 6 m +3 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: Substitute: D=72, F=2060 Determine the friction between the block and the plane in the figure and P…

Q: Determine the equations for the slope and deflection of the Elastic Curve. Using the results, find…

A: Consider the given beam.

Q: determine the slope at point B in radian. The equation of elastic curve are the following: E = 200…

Q: 120 N 200 N 2. Block A weighs 120N, block B weighs 200N and the cord is parallel to the incline. If…

Q: 8 kN 6 kN m 6 kN•m CV B A -1.5 m 1.5 m-

Q: (a) Determine the equation of the elastic curve for the overhanging beam; (b) Calculate the value of…

Q: (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in Figure…

A: Finding deflection at point B : considering beam with uniformly distributed load with help of double…

Q: 50KN B Determinate Truss A 60 C 30° 2m A = 0.00001m², and E = 200x106 KN/m²,

Q: #2 Determine the equations of the elastic curve using the coordinates x and x2, specify the slope…

Q: |Determine the equations of the elastic curve using the coordinates x1 and x2, specify the slope and…

A: consider a section at x distance from B given w=91 KN/m and P=6 KN length L=3 mand a=2.0…

Q: If mu = 0.30 under both blocks and A weighs 400 lb, find the maximum weight of B that can be started…

A: Given: Coefficient of friction, mu = 0.30 Weight of block A = 400 lb Rightward force on block A, P =…

Q: GIVEN: W= 215N/m a = 5m El is constant A. Draw the shear and moment diagram.. B. Determine the slope…

Q: compute the slope of the elastic curve at A and deflection at C 8 kip using the integration method…

A: by ΣMA = 0 -RB×20+8×30+20 = 0 RB = 13 kip RA+RB = 8 RA =…

Q: Determine the distances x and y for equilibrium if F1 = 800 N and F2 = 1000 N.

A: Given :- F1 = 800 N F2 = 1000 N To determine :- The distance x and y for equilibrium

Q: The figure shows a simply supported beam PQ of uniform flexural rigidity El carrying two moments: M…

Q: *12–20. Determine the equations of the elastic curve using the x, and x2 coordinates, and specify…

Q: The beam in Figure 2 below has constant El. (aj Draw the moment diagram of the beam, by parts with…

A: Consider the free body diagram (a) Bending moment diagram due to udl in span AC and point load at…

Q: Find the moment at support B for the beam shown below using the Slope Deflection Method. Assume B…

A: Given:- From the given question it is required to calculate the moment at support B by using slope…

Q: PROBLEM # 1: Use the moment - area theorems to determine the slope and deflection at B. "El" is…

Q: Problem 1 Integration Method: For the given beam below, answer the questions. El = constant: 12 kN/m…

Q: Circular beam with modulus of elasticity E=70 GPa A distributed load of 35 kN/m and a bending moment…

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

Q: For the figure shown, determine the EI (area) under AB about point B using area –moment method

A: The cantilever beam is the beam that is fixed from one side and free from one other end. The maximum…

Q: Using Three-Moment Equation, determine the Reactions and deflection at point B. E=29,000 ksi and…

A: Using three moment Equation- Determination of reaction and deflection at point B###

Q: Use the moment - area theorems to determine the slope and deflection at B. "El" is constant. 500 lb…

Q: Determine the slope at point A and deflection at point C. "EI" is constant. Use moment area method

A: Given data in question UDL Span member length To find out Slope at A Deflection at C

Q: a.) Determine the value of constant of integration C2 (in lb-ft^2). b.) Determine the value of…

A: Hi! Thank you for the question, as per the honor code, we are allowed to answer three sub-parts at a…

Q: Compute the deflection at B and the slope at C in the given figure. Given: X = 83 kip·ft and EI is…

Q: Using Three-Moment Equation, determine the Reactions and deflection at point B. E=29,000 ksi and…

Q: Given a cantilever beam, determine the slope and deflection at point A. El is constant. 30 KN/m

A: Deflection of the beam analyzed by the differential equation of the elastic curve. M=EId2ydx2 Double…

Q: The indeterminate beam is loaded as shown. The beam settles 2 mm at support B. Using any hand…

Q: Consider the cantilever beam in the figure, subject to a concentrated force P = 20kip at B and a…

Q: Determine the slope at point A and deflection at point C. "EI" is constant. Use moment area method.…

Q: For the simply supported beam shown in Figure, compute the slop of the elastic curve at A and C, and…

A: Given:-

Q: PROBLEM # 1: Use the moment - area theorems to determine the slope and deflection at B. "El" is…

Q: 2. Determine the slope and displacement at C. EI is constant. Use Area-moment method. 15 k B 30 ft…

Q: A continuous beam ABC has fixed supports at A and C and a roller support at B. Assuming constant…

A: It is required to determine the fixed end moments. Consider member AB,

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

A: A beam and load arrangement is given as shown in the figure above and it has been asked in the…

Q: Situation 3. (For Practice) A 5 m simply supported beam is loaded with a 200 kN-m concentrated…

Q: 4. Referring to the figure shown, determine the components of forces F and P along the X-Y axes…

A: Introduction- Forces operating at an angle with respect to the coordinate axes can be reduced into…

Q: Knowing that L = 4 m, Concentrated load P = 15 kN and uniform distributed load w = 12 kN/m,…

Q: 10 KN 5 KN/m Using Castigliano's Theorem Method, compute the slope of the elastic curve at B. E =…

Q: Q 8. Use moment area theorems to find the slope and deflection at end C. Take E = 200 GPa, I = 70x10…

A: Given: The value of E is 200 GPa. The value of I is 70 x 106 mm4. Consider the figure.

Q: 3. Determine the slope at B and the displacement at C. El is constant. Use the moment-area theorems.…

Q: Substitute: D=72, F=2060 Determine the friction between the block and the plane in the figure and…

Q: 1.5 k/ft 30 k B - 6 ft 4 ft 5A El = constant E = 1,500 ksi I= 20,000 in. g Determine the location of…

Q: Determine the slope at point A and deflection at point C. "EI" is constant. Use moment area method.…

Q: F8-18. Use the moment-area theorems and determine the slope at A and displacement at C. El is…

Q: The 300-N block in the figure is at rest on the rough horizontal plane before the force P is applied…

A: Figure is as shown

Q: Deformation of a Beam The beam is loaded and supported as shown. You may assume El is constant. 30…

A: The support reactions will be: RA+RC=30*4=120 KN The moment at C: RA*6-(30*42)/2=0 RA=40 KN RC=80…

Q: The beam in Figure 2 below has constant El. (a) Draw the moment diagram of the beam, by parts with…

Question

None

Q1/ If El is constant, determine equation of the elastic curve,
then find the slope at pointA and the deflection at point C.
35 KN
27 KN.M
A
C
6 m
+3 m-
B.

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 3

VIEW

Step by step

Solved in 3 steps with 1 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

Compute the slope at A and the deflection at C of the beam in Figure P7.34 due to a unit load at point C. E is constant.
(a) Draw qualitatively the deflection curve based on the bending moment diagram. (b) Determine the deflections at B and D, and the slope at C by the moment area method. (c) Locate the point of maximum deflection in AB and compute its magnitude. (E = 200GPa, I = 107mm4 )
Determine the value of F that will cause the tangent of the elastic curve at C to be horizontal, in N P(N)=450
Determine the slope at A and displacementat C. EI is constant. answer should be θ = -5/EI kN/m2 counterclockwise;Δ = -2.8125/EI kN/m3 upward
Solve Problems by the moment-areamethod. EI is constant unless otherwise noted. What value of force P is required at C in Figure P7.19 if the vertical deflection at C is to be zero?
Determine the deflection at the free end Ans: kN.m3 Determine the slope at point B. Ans. kN.m2
Using slope deflection method. Determine fix-end moment at member AB, BC and moment at C.
c. Slope at L/3. d. Deflection at L/3
Analyze the cantilever beam loaded as shown below, use area-moment method Determine the deflection at the free end Ans: kN.m3 Determine the slope at point B. Ans.: kN.m2
Solve for the vertical deviation of B with respect to the tangent at C, tB/C. Determine the slope at C.
Knowing that L = 4 m, Concentrated load P = 15 kN and uniform distributed load w = 12 kN/m, determine the slope at C by Castigliano’s Theorem.(E= 200 GPa, I = 40x106 mm4)
Solve Problems by the moment-areamethod. EI is constant. Compute the slope at A and the horizontaland vertical components of deflection at point D inFigure P7.27.