Using the conjugate beam method, determine the slope and deflection at point D of the beam shown. EI = Constant (E = 70 GPa & I = 2,340 X 10^6 mm4 ). The answer is given just show the solution Using the conjugate beam method, determine the slope and deflection at point D ofthe beam shown.El = Constant (E = 70 GPa & 1 = 2,340 (106) mm²)180 KN15 kN/mAB5m-5m4mAnswers:OD=3.449 x 10³ radAD = 14.774mm14D

Given data E = 70 GPA = 7 × 104 N/mm2 I = 2340 × 106 mm4

Using the conjugate beam method, determine the slope and deflection at point D of the beam shown. El = Constant (E = 70 GPa & 1 = 2,340 (106) mm²) 180 KN 15 kN/m A B 5m -5m 4m Answers: OD=3.449 x 10³ rad AD = 14.774mm 14 D

Using the conjugate beam method, determine the slope and deflection at point D of the beam shown. El = Constant (E = 70 GPa & 1 = 2,340 (106) mm²) 180 KN 15 kN/m A B 5m -5m 4m Answers: OD=3.449 x 10³ rad AD = 14.774mm 14 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: 30 k A 12 ft 24 ft

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

Q: The cantilever beam loaded as shown has the following properties: El = constant. Using Double…

A: Using double integration method

Q: help please

Q: 2. A simply supported beam carries a uniformly distributed load as shown below, determine the…

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: We are given the beam shown in Fig. 4. The moment of inertia of member AB is two times bigger than…

A: E = 5000 ksi = 720000.00 ksf I = 1000 in4 = 0.0482 ft4

Q: For the given beam below, the 8 KN load is changed to 87 KN and the 4 KN load is also changed to 35…

Q: Using Double integration Method derive an expression for deflection at free end of the cantilever…

A: "Since you have asked multiple question you will solve the first for you.If you want any specific…

Q: Q1/ For the beam shown in figure below, write the equations of deflection using finite difference…

A: Given Data:Span=LEI constant

Q: Using double integration method, Determine the value of C1, the equation of the elastic curve, the…

A: FInd reactions:∑ MA=0RB6-1250823×8=0RB=177.778kN∑ Fy=0 RB+RC-12508=0 RA=22.222kN

Q: From the given figure; E = 200 Gpa, I = 60x10^6 mm^4. Use Conjugate Beam Method Determine: the…

A: Objective: To determine the slope and deflection at D using the conjugate beam method. Given: E =…

Q: 1.5 k/ft 30 k A D В C -6 ft 4 ft- +5 ft- El = constant

A: Given:- A simply supported beam is given with pin support at point A and roller support at point D.…

Q: Determine the deflection in mm at the free end if P = 22 kN and L = 10 m. E = 200 GPa and I = 60.7 x…

A: Given Data: p=22 KN L=10m E=200GPa I=60.7×106 mm4

Q: From the given figure below find and compute the location and maximum deflection of the beam. 600…

A: Given, There are 3 figures in the question. Note: As student is not mentioned which question to…

Q: a) Using Macauley's Method, calculate a general expression in terms of Young's Modulus, E, and…

A: Find: (a) Expression for deflection (b) Deflection at 10 m from left hand side

Q: the given figure: Let P = 26kN, L = 8m, a = 3m %3D equation of the slope is EIy = Pa (-+L),…

Q: A cantilever beam subjected to uniform variable load, if the beam is made of I Beam having a…

Q: Use the conjugate beam method to determine the slope at point A and the deflection at point Cof the…

A: Given: Beam with point loads Conjugate beam is to be drawn E = 200 GPa I = 1080 *10^6 mm^4, 2I =…

Q: Using Double Integration Method Calculate the: a. 1st and 2nd arbitrary constant of integration b.…

A: given - cantilever beam to find- a. 1st and 2nd arbitrary constant of integration b. deflection…

Q: Thumbs-up

Q: I'm looking for: C. Conjugate Beam method

A: For using the conjugate beam method we should first draw the Bending moment(BM) diagram. Reaction at…

Q: 30 KN/m 5m 18 KN 4m 1

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

Q: method of double integration, find the value of the deflection a 120lb 100lb.ft 75lb.ft 2.0m 8.0m ><

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: for the beam Shown in figure, find the value of rotation at supports and the value of deflection at…

Q: Part 2: for the frame shown below, P=20 kN and a=2 m, Assume I=20000 in and E=30,000 ksi for all…

A: Given:P = 20 kNa = 2mI = 20000 in4E = 30000 ksiRequired:Vertical deflection of E

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: 2. Derive an equation that describes the vertical deflection of the beam, y(x), and also calculate…

Q: Give me right solution with clear calculations. Use moment area method

A: Asked 1. To determine deflection at free end using moment area method

Q: Problem 1 Use the second-order integration method to find the deflection equation. Let EI =…

A: Given data EI = constant Find deflection equation using second order integration method.

Q: field measuring 45 m X 90 m is to be prepared using a 1-m upland power tiller at a speed of 3 kph.…

A: Given data, Speed(s)= 3kph = 3×5/18= 0.83m/s Width of a upland power tiller (w) = 1m

Q: The part shown below is formed from 3-mm diameter steel wire with R = 40 cm. A force is applied with…

A: Given data in question Load Dimensions Diameter Radius To find out Horizontal deflection at C…

Q: For the given problem use the conjugate beam method to determine the slope and deflection at point A…

Q: decimal

Q: Parts AB, BD, DF, and FH have A=4.0 s of your calculations in a table so that lass example). B D F

Q: Using any of the three Geometric Methods, answer the following beam. Indicate the negative sign (-)…

A: Here I am using double integration method, in one of three geometric methods First we have to…

Q: 250 kN 6 m- El = constant E = 200 GPa I = 462 (10) mm

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

Using the conjugate beam method, determine the slope and deflection at point D of the beam shown. EI = Constant (E = 70 GPa & I = 2,340 X 10^6 mm4 ). The answer is given just show the solution

Using the conjugate beam method, determine the slope and deflection at point D of
the beam shown.
El = Constant (E = 70 GPa & 1 = 2,340 (106) mm²)
180 KN
15 kN/m
A
B
5m
-5m
4m
Answers:
OD=3.449 x 10³ rad
AD = 14.774mm
14
D

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

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 3 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

Calculate the slope and deflections 4, using direct integration, moment area and conjugate beam methods (present your answer in terms of EI), then refer to the code to estimate a proper value for I to meet the code requirements for only one beam. W= 5.256KNM 2.65m
Use any geometric method to solve the response of the beam. Determine the maximum deflection (in mm) of the given beam. Indicate only the magnitude of the deflection. Use E= 200 GPa and I=5x10^7 mm4
Deflection is 0.196 inches explain how.
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. 60 k 40 k A D B C -20 ft -10 ft 10 ft El = constant E = 1,800 ksi I = 46,000 in.
2. For the cantilever beam shown in the figure, what will cause zero deflection at A? ANS. P=112.5 N A P M = 400 N-m B 2 m 2 m
A simply supported beam is 5m long and has a fixed support at the left-hand side and a roller support at the right-hand side, 2m from the roller support the beam is subjected to a 20KN point load. Determine the slope and deflection at the point load using Direct Integration Method. Take E = 2,1x10² GPa and I = 90x100 mm¹.
Using any of the three Geometric Methods, answer the following beam. Indicate the negative sign (-) if the answer is downward.
Structural Theory I
Considering the solution above, can you help with part (d) 3. The beam shown below has a Young’s modulus of 50 GPa and has a square cross-section of side1 cm. Determine the following using the second-order integration method:(a) Bending moment M(x) along the length of the beam.(b) The slope of the beam θ(x).(c) The deflection of the beam v(x).(d) Slope of the beam at support θB
Using Double Integration Method derive an expression for the maximum value of deflection for the simply supported beam
Figure 1 shows a beam supported at A and B. The beam has a point load of 4 kN at C. Calculate the deflection at C using the conjugate beam method (E = 200 GPa and I = 420 x 106 mm*). 4 kN A в 20 m 10 m