Use the following method:A. Virtual Work/ Unit Load MethodB. Conjugate Beam MethodC. Double IntegrationD. Moment Area Method Wiok19GyQ3LsAnixBILPrhFqlocgzXMa2Fztz2252E2dFDuILK252BEISTZSON2528SHeOFN s出Ap 父GN ORTU Lag in toA INGSURVEY B CADOHAR R CHO6 CH My Manla Wular A Vew%3D1/475 k40 kHinge250 k-ftDetermine the deflection at point D. You canuse any method you prefer.D.12 ft 12 ft 12 ft 12 ft-

Answered: Image /qna-images/answer/856d6375-8103-40c3-be89-30f6de6fe2c6.jpg

Answered: 75 k 40 k Hinge 250 k-ft Determine the…

75 k 40 k Hinge 250 k-ft Determine the deflection at point D. You can use any method you prefer. C D -12 ft 12 ft- +12 ft 12 ftH

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: For the beam shown, the magnitude of the distributed load is wo = 12.0 kN/m and the beam length is L…

Q: INTERNAL FORCES - EQUATION i) What is the equation for shear force V(x) and bending moment M(x EACH…

A: …

Q: For the beam shown, the magnitude of the distributed load is wo - 10.0 kN/m and the beam length is…

Q: Draw the approximate deflected shape from the bending moment diagram. Develop the piecewise…

Q: Determine, a. the equations of the shear and bending moment curves for the beam and loading shown in…

A: As per guidelines we need to answer only first 3 subparts of the question so please repost rest…

Q: Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be…

A: A beam is given we need to find out the maximum shear and bending moment

Q: ) Consider the 2D beam supported by a roller at A and a pin at B. INTERNAL FORCES c) Draw the…

Q: For the truss shown in Figure 3, members AC and BC have cross sectional area of 2 in.² while members…

Q: Conjugate Beam Method: M-Pa Using the conjugate-beam method, determine the slope and displacement at…

A: A cantilever beam is shown in the above figure. A point load of P is applied at free end &…

Q: The beam supports the loads as shown in the figure. Using E = 200 GPa, w = 16KN/m, P= 25KN and M=…

Q: Write shear force equation in term of X

A: Support reaction : Applying equilibrium condition Taking moment at Point B ∑MB=0…

Q: Answer fast and draw all diagrams

A: Step 1: Step 2: Step 3: Step 4:

Q: analyze the shown beam using: 1- force method 2- stiffness method assume that A is pin support and B…

A: the truss using both the force method (method of joints) and the stiffness method.**1. Analyze the…

Q: 80k (7.5) 10 (7.5) (4) (4) 20 20 (3)

Q: The two (x = 20-ft) beams shown in Figure are to be moved horizontally with respect to each other…

Q: A #2 Determine the slope and the displacement at the end C of the beam. E = 200 GPa, I = 70(106)…

A: Given data P = 29 KN a = 3m E = 200 GPa = 2 × 105 N/mm2 I = 70 × 106 mm4 Find slope and deflection…

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

A: Wo = 7300lb/ft =7.3kip/ft EI = 38x106 lb-ft2 = 38,000 kip-ft2

Q: Using double integration determine the equations of the elastic curve for the beam. Apply boundary…

Q: Problem 1 Detemine the reactions at all supports and connections. A and D are pin supported, while B…

Q: For the simply supported displacements at E and C. values along the member

Q: 3. For the statically indeterminate cantilever beam (EI is constant) shown in Figure 3 and using…

A: Given Propped cantilever beam with point load acting on it. Length=3mLoad,P=25 kNEI=10*106 N-m2…

Q: Current Attempt in Progress For the beam and loading shown, use the double-integration method to…

Q: Using double integration determine the equations of the elastic curve for the beam. Apply boundary…

A: Determine the equation of elastic curve using double integration method.

Q: A constant stress cantilever beam having a point load at the end is desired. The width b of the…

Q: Example: Find x and y components for the force shown. F-316 N 35 degrees

Q: Derive the element stiffness matrix for a beam element (of length, I) with nodal d.o.f. [V1 01 V2…

Q: I need help with this exercise from my homework. I have no idea about how to solve it. I need an…

A: Step 1: Step 2: Step 3: Step 4:

Q: The change in the angle of the beam at any point after the loading is called as O a. Slope O b.…

A: a. Slope It is defined as the ratio of the vertical rise to the horizontal distance covered by the…

Q: Don't copy paste

A: The maximum triangular load on web = 10Ksi The maximum triangular load on flange = 10Ksi The…

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

Q: Solve 5 problems (following the conditions stated below) involving the use of shear and moment…

Q: 180 lb/ft 1350 lb-ft A + 9 ft ++ 9 ft →+ 9 ft 9 ft

Q: Derive at least 5 cases from the 12 cases of beam loadings that is shown. Using DOUBLE INTEGRATION…

A: Double integration method : This method is useful when uniform bending moment equation is applicable…

Q: You are given the structure and loading below. The load w is 2.4 kips/ft. Find the value of downward…

A: NOTE:Since you have posted multiple questions, we will provide the solution only to the first…

Q: W: For The Shown beam-Columm, derive and Solve the differntn equation of the deflection Curve…

A: In above question, there is loading on only half beam. to derive deflected equation we can use Euler…

Q: Force Method is also know as Method of Answer Displacement

A: methods of analysis of indeterminate structure is done by following methods - 1) Force method /…

Q: Using the method of virtual work, determine the VERTICAL displacement of joint C on the truss loaded…

A: Tension as taken as positive and compression as negative. When a member is connected with two hinge…

Q: How is the elastic curve obtained? please give calculation for elastic curve as well. Take EI as…

A: Required: Explanation for the drawing of elastic curve

Q: Use virtual work method. Find vertical displacement of joint B in mm due to +200 oC change in…

Q: Problem 2. Use virtual work method and determine the following unknowns on the truss system shown…

A: Truss: Truss is a pin jointed structure subjected to loading at joint only and the truss members…

Q: own, use the double-integration method to determine (a) the equation of the elastic curve for the…

Q: 24 m^4

Concept explainers

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

Use the following method:
A. Virtual Work/ Unit Load Method
B. Conjugate Beam Method
C. Double Integration
D. Moment Area Method

Wiok19GyQ3LsAnixBILPrhFqlocgzXMa2Fztz2252E2dFDuILK252BEISTZSON2528SHeOFN s
出Ap 父G
N ORTU Lag in to
A INGSURVEY B CADO
HAR R CHO6 CH My Manla Wular A Vew
%3D
1/4
75 k
40 k
Hinge
250 k-ft
Determine the deflection at point D. You can
use any method you prefer.
D.
12 ft 12 ft 12 ft 12 ft-

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 2 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

Include simple fbd ,And solve fast.
Answer the third problem ONLY Solve the problem (following the conditions stated below) involving the use of SHEAR and MOMENT DIAGRAM. You may use whichever reference you would like. NOTE:-Solutions are required-Diagram are required-Solution that shows how the values in your diagram are calculated.-You may create your own given as longvit satisfies the conditions stated in the problem set.-Box the final answer
I need the answer at 20 minute
UPVOTE will be given! Please write the solutions completely and legiby. Box the final answer. Strength of Materials
For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, (b) the location of the maximum deflection, and (c) the maximum beam deflection. Assume that El is constant for the beam. Let W= 14 kN/m, L= 4.5 m, E = 205 GPa, and I = 105 x 106 mm4
Please help me with solution to Item 4 (Sub question No- 4) For the beam below: Draw the approximate deflected shape from the bending moment diagram. Develop the piecewise functions of θ(x) and v(x) using double integration. Assume EI is constant. Take x to be references from the farthest left point on the beam If w = 2 k/ft and L = 5 ft, locate the point of maximum deflection between supports A and B. Develop a variable based excel program that allows you to plot both the slope and displacement functions with x. In other words, your program should be able to take any value of w, L, E, I and x and automatically calculate deflection and slope. Print x-y scatter plots connected by smooth lines for both the deflection and slope using values of x ranging from 0 to 2L in increments of 0.5 ft. Plot the displacement in inches and slope in radians for the following cases using your program: i) w = 2 k/ft, L = 5 ft, E = 4,176,000 ksf, I = 0.073784 ft4 ii) w = 10 k/ft, L = 6 ft, E =…
Derive the following equation of maximum deflection using double integration method.
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at C. Assume a constant value of EI = 38 x 10^6 lb-ft^2 for the beam; w0 = 6800 lb/ft, LAB = 2.5 ft, LBC = 5 ft, LCD = 3 ft.
Handwritten
sketch the deflected structure of this frame (just shape no exact values for how much deflection). This is linear analysis so only looking at the displacement of the nodes. Note that D is a hinge support, E is fixed and C is a roller
Need only a handwritten solution only (not a typed one).