3. Use the conjugate-beam method to determine the slopes at ends A and D and the deflections at points B and C of the beam shown in Figure. El is constant. ㅏ -20 ft- 60 k B 40 k C 10-10- El constant E- 1,800 ksi I= 46,000 in 4

3. Use the conjugate-beam method to determine the slopes at ends A and D and the deflections at points B and C of the beam shown in Figure. El is constant. ㅏ -20 ft- 60 k B 40 k C 10-10- El constant E- 1,800 ksi I= 46,000 in 4

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: Determine the slope and deflection at point A of the beam shown in figure below by conjugate beam…

A: Consider the free body diagram as; Consider the conjugate beam diagram for the given beam;

Q: A beam is shown in the figure below, and the flexural stiffness of the beam section is constant El:…

A: As bot mention which method to used for finding deflection at point C . Let's solve using…

Q: Determine the equations for slope and deflection of the beam shown by using double integration…

Q: I need help on this question: a) Find the value of the integration constant C4. The answer should…

Q: Use the double integration method to deter beam. El is constant at E = 200 GPa, I= 4000

Q: (а) (b) (c)

Q: Use the Moment-area Method to obtain the Slope of Point A after deformation and the vertical…

A: Given- A beam having flexural stiffness of the beam section EI constant. Required- to Use the…

Q: 1. Draw the deflection diagram for the following figure 2. Use the double integration method to…

A: “Since you have asked solution with multiple method, we are solving with the double integration…

Q: er beam o- (F), as sl са

A: Let us consider a section as shown below from the free end. For moment equilibrium, Mx=-wx22…

Q: 1. A cantilever beam of length L with stepwise constant cross section carries a vertical load P at…

Q: 2. Determine the deflection at point C of the beam shown in the figure (a) by double integration…

Q: Determine the equations for slope and deflection of the beam shown by the direct integration method.…

Q: Q4\ Use the Finite Difference Method to determine the deflections at the nodes of the simply…

Q: of How Walue of deflection at Points Card D by using doubl use EI=Snstant. loo KN

Q: 1OK 4' 1-5 Figure 4

Q: Solve for the slope and deflection of the beam as shown below using Double Integration Method. M M L…

Q: Use any method to determine the vertical deflection at Point D.

A: Using load method of analysis to find deflection at point D in the vertically direction#####

Q: Determine the maximum deflection 8 in a simply supported beam of length L carrying a uniformly…

A: Given:- To find:- Maximum deflection

Q: Derive the deflection at different points of the beam, the maximum deflection, and slopes of the…

Q: Use the method of Slope-Deflection to find the reactions of the indeterminate continuous beam shown…

A: a)fixed end moments: Two types of load are there, for udl segment lets name the supports points as…

Q: 5. Determine the maximum slope of the beam shown in the figure. Note: Only consider the effect of…

A: Given :

Q: The magnitude of the concentrated load to be applied at the free end B of a cantilever beam as shown…

A: AB is a cantilever beam, where B is free end. Now, concentrated load is applied on free end i.e, B

Q: iniform simply supported beam, span Z, carries a distributed loading which varies according to a…

Q: Determine the maximum deflection for the beam shown in figure below by the conjugate-beam method.

Q: Solve it using double integration method

A: Given Udl of W acts over span of a length.

Q: Determine the equations for slope and deflection of the beam shown by using double integration…

Q: Example: Detemine the slope at B, D and the deflection at A and C for the beam hown in Fig. below,…

Q: RA a P L b RB

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

Q: Determine the equations for slope and deflection of the beam shown by the direct integration method.…

A: FBD and reaction - Force in the vertical direction - RA + RB = P .......1 Sum of the moment…

Q: 24KN/m 12KN/m Зт 5m Bm A simply supported beam is loaded as shown in the figure. Assume El is…

Q: Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A…

Q: The cantilevered handle shown here is made from mild steel. Let Fy=300 lbf and Fx= F₂ = 0. The part…

A: The given figure is shown below:

Q: Determine the slope at B and the deflection at A by the conjugate method for the beam shown below.…

A: Find slope at B and deflection at A using conjugate beam method

Q: The cantilever beam is a carbon steel bar of length 10 in and diameter 1 in. And it is loaded by a…

Q: A 10-m long simply supported beam carries a load that varies uniformly from zero at the left support…

Q: I understand where the deflection of the spring is coming from. Where does the downward deflection…

Q: A beam ABCDE is shown below: B D A E The ratio of kinematic indeterminacy of the beam if considering…

Q: 8 kN 4 kN A D B- E3 m- 3 m +-3 m

A: for given beam FBD is like RA+RB=12KNtaking moment about ARB×6-4×9-8×3=0RB=10KNRA=2KN

Q: Determine the reaction forces at the end B of the beam shown in Figure Q6 by using the virtual-work…

A: Given Data:load=Wspan= LEI = Constant

Q: Loads PA and PB are applied to a uniform cantilever beam AC, causing deflections SA and dB at A and…

A: cantilever beam AC is givenFINDdetermine expressions for PA and PB in terms of E, I, L, , and

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

Use the conjugate beam method to determine the slopes at ends A and D and the deflections at points B and C of the beam shown in the Figure EI is constant

3. Use the conjugate-beam method to determine the slopes at ends A and D and the
deflections at points B and C of the beam shown in Figure. El is constant.
-20 ft
60 k
B
40 k
C
10-10-
El
constant
E = 1,800 ksi
I= 46,000 in.4

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Determining the slope and deflections

VIEW

Step 2: Determining the slope and deflections

VIEW

Step 3: Determining the slope and deflections

VIEW

Step 4: Determining the slope and deflections

VIEW

Step 5: Determining the slope and deflections

VIEW

Step 6: Determining the slope and deflections

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 7 steps with 7 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

Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A concentrated load of P = 22 kips is applied to the free end of bronze rod (3). Determine the magnitude of the deflection of rod end D after the temperature of all rods has increased by 70°F. Use the following dimensions and properties: a = 3.5 ft, b = 7.3 ft. Rod (1): d₁1.10 in., L₁ = 13ft, E₁ = 15,200 ksi, a₁ = 12.20 x 10-6/°F. Rod (2): d₂ = 0.70 in., L₂ = 9ft, E₂ = 28,000 ksi, %₂ = 9.60 x 10-6/°F. = 6ft, E3 = 15,200 ksi, a3 = 12.20 x 10-6/°F. Rod (3): d = 1.15 in., L VD = i (1) (2) a b H Rigid bar B (3) L3 OD L in. N P L₂
Civil Engineering An overhanging beam is loaded as shown below. Calculate the deflections under the two loads 80KN and the slope at D in terms of El using Macaulay's method. El is constant. 80KN 120KN 80KN A + 2m 5m 3m D 2m Figure 1
Rigid bar ABC is supported by bronze rod (1) and stainless steel rod (2) as shown in the figure. A concentrated load of P = 16 kips is applied to the free end of bronze rod (3). Determine the magnitude of the deflection of rod end D after the temperature of all rods has increased by 125°F. Use the following dimensions and properties: a = 2.8 ft, b = 6.3 ft. Rod (1): d₁ = 0.90 in., L₁ = 11 ft, E₁ = 15,200 ksi, α₁ = 12.20 × 10-6/°F. Rod (2): d₂ = 0.80 in., L₂ = 9 ft, E2 = 28,000 ksi, a₂ = 9.60 × 10-6/F. Rod (3): d3 = 1.25 in., L3 = 5 ft, E3 = 15,200 ksi, a3 = 12.20 x 10-6/°F. VD = i L in. (1) A a L3 B (3) D b Rigid bar L2
Determine the slope and deflection at point A of the beam shown by the double integration method. Q. 2 B A El = constant
2. For a simply supported beam with a concentrated force, the coordinate system is selected as shown in the figure. Given F, a, b, 1, El, write the angle equation and deflection equation. a C b
Problem 3 Conjugate Beam Method: For the given beam below, answer the questions. El = constant: P M=Pa B a a (a) Draw the conjugate beam (clearly show the supports of the conjugate beam and mark the important values). (b) Determine the slope angle at point B, 0B, of the real beam using the conjugate beam method. Determine the deflection at point B, Ag, of the real beam using the conjugate beam method.
Using double integration method derive an expression for the maximum value of deflection for the simply supported beam
Can i get help with this homewok
Please include your complete solutions and diagrams. Thank you!
Using conjugate beam method, determine the slope at A and B and the deflection at C for the simply supported beam shown in the figure. EI is contant
Consider the figure shown below. Find the deflection (in mm correctly up to two decimal places) at the free end due to the self-weight of the member and the applied loading P = 9.9 %3D N. The weight density per unit length of the member, y = 2 N/m. Take length L of the bar = 2 m, Cross-section area A = 10 mm?, and Young's %3D %3D modulus E = 68 GPa. %3D
DEFLECTION OF BEAMS