The picture below Consista brass ( EB = 100 Gla and ABand a Aluminum [ EA₁ = 73GPa | AA!each red exists a non- deformable rigid plate. The rods are stress freeat 25°C. If the coefficient of thermal expansion for staat is taken13.106 [m/m°c ]ofa steel (E₂ -200CHPA and As = 1500mm ²= 2000 mind)JATaluminiscent2= 1500 mm ² ) kod betweenat dsand temperature increased toupre increased to 350°C.AsteelFind reactionary forces at A_and_D_ Considering RA = Rai andRp = - Rp₁" ? Also find the deflection of plate B.1.5 ma18 = 19,10`6 [m/m="c] α = 24,10 €ALBBrassImtDAluminum1.5m[m/m="c}Fant Fall=$6

Given: The modulus of elasticity of steel Es=200 GPa. The area of steel bar is As=1500 mm2. The…

Answered: and remperature increased to 360 Find…

and remperature increased to 360 Find reactionary forces at A and D_Considering RA = RA₁ and Rp = - Rp₁² ? Also find the deflection of plate B.

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 vertical and horizontal deflection of joint C of the truss shown. Take E = 200 kN/mm²…

Q: Find: i. Reactions ii. Shear force diagram iii. Bending moment diagram

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: QUESTION I - TRUSS For the truss shown below, determine the horizontal deflection of joint B by…

Q: Using Conjugate Method

A: Given, The beam is a simply supported beam loaded with combination of Pont loads,UDL, and UVL. OUR…

Q: 30 kN/ - 6 m

A: Given : Cantilever beam with UVL Conjugate Beam Method

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: Determine the Deflection at the midspan of AB. Use Area Moment Method or Conjugate Beam Method

A: We have to determine the value of deflection at the midspan of AB use the area moment method or…

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

Q: y P 4 12 5 Q 3.

A: Given Data- P=120N To Find- The magnitude of Q and magnitude of resultant.

Q: 8.52 kN A C B 3.5 m -3.5 m

A: Consider the following bending moment diagram/ EI : Bending moment at B = 0 Bending moment at C = 0…

Q: Solve conjugate beam using point "C" as moment center or reference line. A simply supported beam…

Q: Use the conjugate-beam method tó determine the deflection and slope at point C. E=200 GPa, I=…

A: Draw the free body diagram. Taking moment at A, ∑MA=0By3-126=0By=24 kN

Q: Determine the magnited of the force F applied by arm OA and the magnitude of the force N applied by…

A: Solution: Givendata, θ = 34°θ = 43 deg/s˙θ¨ = 28 deg/s2L= 0.75mmass of slider = 0.6-kg Consider the…

Q: Q.3 Determine the slopes at A and B for the beam shown below. Also, determine the deflection at C by…

A: Moment-area theorem-1: This theorem is used to calculate the slope of the beam at any point. The…

Q: Compute the deflection at C using Superposition method.

Q: Determine the vertical deflection and the change in angle at the end A of the bracket. Assume that…

A: Calculate the vertical deflection at the end of the bracket. The vertical deflection at the end of…

Q: Slider B moves only vertically (the y-direction). Find the acceleration (positive if up, negative if…

A: A mechanism is given in the question and it has been asked to determine downward or upward…

Q: By Conjugate Beam Method, If E= 200,000 MPa and I= 20,000,000 mm4. Determine the slope at A and…

A: Find reactions of the given beam:∑ MC=0RA24-3012+120=0RA=10Kn∑ Fy=0RA+RC-30=0RC=20KnMoment…

Q: 3.) Horizontal deflection at joint C of the frame shown. El is constant. E= 200 GPa, 1 = 980 cm² Use…

A: Find out horizontal deflection. Load and dimensions are given.

Q: 5. Deflection at midspan. EI is constant. 20 kN/ m A C 10 m

Q: 2. Determine all reactions of supports using the slope-deflection method. El is constant. 40kg |20kg…

A: Slope Deflection Method: The slope-deflection method is used to analyze statically determinate and…

Q: 10 KN 30 KN 18 KN/m B D 2 m 5 m 3 m

Q: Compute the deflection at C using conjugate beam method

A: Given, Span of the beam = 6m We need to Calculate Deflection at point C using Conjugate beam Method.…

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

Q: 3. Determine the slope and deflection at the end C of the beams E= 200 GPa, I = 50(106) mm¹. Use the…

A: Given Data E = 200 GPA I = 50 × 106 mm4 Find slope and deflection at point C using virtual load…

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: Q.3 Determine the slope and deflection at D for the beam shown below by the conjugate beam method.…

A: Calculating the reactions: ∑MA=0RB(6)-4(9)-8(3)=0RB=10 KN∑Fy=0RB+RA=6-4=0RA=2 KN

Q: Determine the deflection at point C using double integration method. EI=constant, w=30 kN/m a=3m and…

A: A cantilever beam is given, we need to find out Deflection at point C using Double Integration…

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

A: To determine the shear force values, first determine the reactions at supports. Then calculate the…

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: 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: 50 kN 50 kN B D 4m F E 50 kN 50 kN 20 kN 4 at 3 m each 12 m

A: MEMBER FORCE P (KN) K (N) L(mm) AE(N) PKL/AE(N) δ(mm) kδ N-mm AB -137.5 -0.625 5000 900000000…

Question

The picture below Consist
a brass ( EB = 100 Gla and AB
and a Aluminum [ EA₁ = 73GPa | AA!
each red exists a non- deformable rigid plate. The rods are stress free
at 25°C. If the coefficient of thermal expansion for staat is taken
13.106 [m/m°c ]
of
a steel (E₂ -200CHPA and As = 1500mm ²
= 2000 mind)
JAT
aluminiscent
2
= 1500 mm ² ) kod between
at ds
and temperature increased to
up
re increased to 350°C.
A
steel
Find reactionary forces at A_and_D_ Considering RA = Rai and
Rp = - Rp₁" ? Also find the deflection of plate B.
1.5 m
a
18 = 19,10`6 [m/m="c] α = 24,10 €
AL
B
Brass
Im
t
D
Aluminum
1.5m
[m/m="c}
Fant Fall
=
$6

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 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

Find the vertical deflection @ JOINT H by using the method of Virtual Work. Note: E is the same for all members: P=162.5 kN
Compute the vertical and horizontal deflections at C and rotation at B. El is constant. 20 kN B |C 5 m A 3 m w =6 kN/m
Using Double Integration
Compute the deflection at C using superposition method
SOLVE THE PROBLEM USING DOUBLE INTEGRATION METHOD Problem III. Determine the support reactions at B and the location of the maximum deflection for the beam with built-in ends. The 200 N load is 1.5 meter from B. A 2m+ 900 N/m 200N E B
Help
Determine the slope at point B and the deflection at point E using the conjugate beam method. El is constant, E:200 GPa, I: 200x106 mm“ 1p kN/m 20 kN 3 m 3 m 8 kN-m D. 6 m 6m A,
Determine vertical deflection at C using Virtual Work Method. EI= constant. E=200GPa. I=800(10^6)mm^4
7.37 Use the virtual work method to determine the vertical deflection at joint B of the frame. 1 20 kN/m 150 kN B -1.5 m-+-1.5 m- 4 m 5m El = constant E = 200 GPa 1=500(106) mm4
Determine the deflection at point C using moment area method. EI=constant, w=30 kN/m a=3m and L = 5m
1. Solve the given beam 1.5 k/ft 6 ft 30 k Į B с - 4 ( ਆਈ. h. i. El = constant E = 1,500 ksi /= 20,000 in.4 -511- a. Determine the location of maximum deflection by Integration Method Determine the maximum deflection Integration Method. b. c. Determine the deflection at midspan by Superposition Method. d. Determine the slope at point B by Moment-Area Method. e. Determine the deflection at point C by Moment-Area Method. f. Determine the deviation of B relative to tangent drawn at A by Moment-Diagram by Parts. g. Determine the deviation of D relative to tangent drawn at A by Moment-Diagram by Parts. Determine the deflection at B by Conjugate Beam Method Determine the slope at C by Conjugate Beam Method.
For the beam below, take P= 6kN, a=1.5m. Use the Moment-Area Method to solve this problem. A EI= const O 17 downward 0 35 upward The deflection at C is mostly near_ _kN-m³/EI 20 upward O20 downward P O 36 downward O 17 upward с 2a B