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 × 10-6/F. VD = i L in. (1) a B (3) D P b Rigid bar (2) L₂

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 × 10-6/F. VD = i L in. (1) a B (3) D P b Rigid bar (2) L₂

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: The bear cross section shown below has been proposed for a short pedestrian bridge. The cross…

A: Determonation of shear stress at H

Q: The plastic block shown is bonded to a rigid support and to a vertical plate to which a load P is…

A: Given: G = 150 ksi deflection = 117in b = 3.2 in h = 4.8 in L = 2 in

Q: A steel bar is welded between two rigid surfaces as shown in the picture. The temperature of the bar…

Q: - A tapered circular rod of diameter varying from 20 mm to 10 mm is connected to another uniform…

Q: Question #3 For the beam shown in Figure 3, a) Determine the maximum compressive bending stress in…

Q: The piece of rubber is originally rectangular. Calculate the average shear strain Yxy at A if the…

A: Given data in question Cross section 400 mm and 300 mmDisplacements 3 mm and 2 mmTo find out Average…

Q: Please calculate the deflection-y at point 5, and the deflection-x at point 2 based on the following…

A: ####Calculation of deflection Y at 5 and Deflection X at 2 Using Unit load Method of Analysis ####

Q: The rigid bar is supported by the pin-connected rod CB that has a cross-sectional area of 20 mm² and…

Q: The fixture shown in Figure 5 is fixed at point A and free at point C. The frame is made from a…

A: Given data b = 50 mm h = 75 mm E = 200 GPA Ignore axial and shear deformation Find vertical…

Q: ows an elastic be igidity EI and deflection v(x) d by an equation

Q: Two blocks of rubber, each 80 mm long by 40 mm wide by 20 mm thick, are bonded to a rigid support…

A: Given data : Length of each block = 80 mm width of each block = 40mm Thickness of each block = 20 mm…

Q: Both portions of the rod ABC are made of an aluminum for which E = 69.2GPa. Knowing that the…

A: Determine the value of P (in N) so that the deflection at A is zero.

Q: Three steel rods, each having a cross-sectional area of 500 mm2, are assembled in a symmetrical…

Q: A beam having the cross section shown is subjected to a couple that acts in a horizontal plane.…

A: z = 1.43 in ( from left side )z = 5 - 1.43 = 3.57 in ( from right side )Iy = 11.3 in4Maximum…

Question

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

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

Step 5

Step 6

Step 7

Step 8

Trending now

This is a popular solution!

Step by step

Solved in 8 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

4. The truss shown in figure Q4.1 is constructed out of square steel bars, all of which are of 25mm x 25mm cross-section. The value of Young's Modulus for steel should be taken as 200 GPa. Calculate the horizontal deflection of point A when the truss is subjected to the loading shown. B 0.5m 5kN A с 10kN 2m D 1m
6...
The 16 x 22 x 25-mm rubber blocks shown are used in a double U shear mount to isolate the vibration of a machine from its supports. An applied load of P = 238 N causes the upper frame to be deflected downward by 4 mm. Determine the shear modulus G of the rubber blocks. Double U anti-vibration shear mount 25 Rubber block dimensions Shear deformation of blocks O 0.745 MPa O 0.883 MPa O 1.140 MPa
What is the shearing stress developed at the neutral axis of the beam with a circular cross section having a diameter of 17 mm and a shear force V = 29 kN. Assume that the shearing stress is uniformly distributed across the neutral axis. Answer must be in MPa.
B2
Two rods vertically connect beams AB and CD as shown in the figure. Point A is fixed supported while point D is hinged connected. If the rod on the right is heated by 18 degree Celsius, 2 m 2 m 2 m Use E = 200 GPa, linear of coefficient expansion = 11.7 x 10 per degree celsius and A = 4500 mm- Calculate the deformation of the left rod in mm Select the correct response: 00468 mm 0168 mm
A propped cantilever beam is loaded by a bending moment of the magnitude M3 at the point B as shown in Figure Q1. The cross-section of the beam is a rectangle of the width w and the hight / that are constant along the length of the beam L. The beam material's Young's modulus is Q. Figure Q1 Assuming the positive deflections and positive vertical reaction forces are upward, calculate o the value of the reaction forces at points A and B o the absolute value of the reaction bending moment at point A
Aluminum [E = 72 GPa] member ABC supports a load of 31 kN, as shown in the figure. Determine (a) the value of load P such that the deflection of joint C is zero. (b) the corresponding deflection of joint B (positive if B moves up and negative if down). 1.0 m 1.3 m 31 KN C 34-mm diameter B 52-mm diameter
Both wires have a cross sectional area of 17 mm? and are constructed of the same material with a modulus of elasticity of 200,000 MPa. 1. Determine the wires' tensile stress at C. 2. Determine the wires' tensile stress at D. 3. Calculate the maximum displacement possible. 900 mm 450 mm C D 500 mm 1250 mm P=1500 N 1650 mm
The rod ABC is made of an aluminum for which E = 70.27 GPa. Knowing that P = 10.21 kNand Q = 49.53 kN,determine the deflection (in μm) of point B if y = 0.48 and z = 0.56. Round off the final answer in four decimal places.
•213. The rigid bar AB, attached to two vertical rods as shown in the figure, is horizontal before the load is applied. If the load P=50KN, determine is vertical movement. ALUMINUM L=4m A=500mm? STEEL L=3m A=300mm2 E=200GPA E=70GPa 2m 3m
Non uniform beam Flexural Rigidity that is _y(x) = fixed support on left Simple support 07 right P 2.26 meters long 141702000 6441 + 100x Find the deflection of the bean if it is uniform distributed load of under a 92 N/m TPE Nm²