A,960 mm?ΔΤ-25°CE180 GPa165 kNa1 =15.7 x10-/°C(1)(2)А, —1920 mm?E, =160 GPa19.7 x10/°C2000 mm2600 mmA composite axial structure consists of two rodsjoined at flange B. Rods (1) and (2) are attached torigid supports at A and C, respectively. Aconcentrated load P is applied to flange B in theF1kNF2kNdirection shown.Determine the internal forces and normal stresses01MPаin each rod after the temperature changes by theindicated AT. (+= tension, – = compression)02MPaAlso, determine the deflection of flange B in the xdirection. (+ = right,UBmm= left)1st2nd3rdEnterattemptRod propertiesI| ||||

Find the force in each bar and stress in each bar and deflection of point B Given data:- A1=960mm^2…

y 960 mm? AT = -25°C 80 GPa 165 kN 15.7 x10-6/°C (1) 1920 mm? (2) A %3D B E2 160 GPa %3D 19.7 x106/°C %3D 2000 mm 2600 mm A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. A concentrated load P is applied to flange B in the F1 kN F2 kN direction shown. MPа Determine the internal forces and normal stresses 01 in each rod after the temperature changes by the indicated AT. (+= tension, 02 MPa - = compression) Also, determine the deflection of flange B in the x direction. (+ = right, – = left) UB mm 1st 2nd 3rd Enter attempt Rod properties I| ||||

y 960 mm? AT = -25°C 80 GPa 165 kN 15.7 x10-6/°C (1) 1920 mm? (2) A %3D B E2 160 GPa %3D 19.7 x106/°C %3D 2000 mm 2600 mm A composite axial structure consists of two rods joined at flange B. Rods (1) and (2) are attached to rigid supports at A and C, respectively. A concentrated load P is applied to flange B in the F1 kN F2 kN direction shown. MPа Determine the internal forces and normal stresses 01 in each rod after the temperature changes by the indicated AT. (+= tension, 02 MPa - = compression) Also, determine the deflection of flange B in the x direction. (+ = right, – = left) UB mm 1st 2nd 3rd Enter attempt Rod properties I| ||||

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

See similar textbooks

Related questions

Q: 1. The triangular cantilever is stressed by self-weight with stress function density P, take the…

A: “Since you have asked multiple question, we will solve the first question for you. If you want any…

Q: Rod AB consists of two cylindrical portions AC and BC, each with a cross-sectional area of 1950 mm2.…

Q: 1) A structure shown below is loaded with 100 kN at point E. Member AE is rigid and orizontal before…

A: Given Data Modulus of elasticity is : E=75 GPa Diameter of bar is : d=30 mm Stiffness constant is :…

Q: Example 18. The homogeneous bar AB of 300 N is resting as shown in figure Ex.18. Assuming contact…

Q: Consider the pictured bar with axial loads of PB = 50 kip and Pc 50 kip and Pc = 68.5 kip, and the…

A: Step 1:first find free expansion Step 2:then calculate restraining length due to reaction d Step 3:…

Q: In the figure shown, the rigid bar with negligible mass was horizontal before the load P was…

Q: A prismatic bar is supported between two rigid supports as shown in figure. The support reaction…

Q: 1. Steel bars AB, CD and EF (E=200 GPa) are under the influence of 36 kN P load. bars AB and CD each…

A: The force which is incident towards a cross-section is termed a compressive force. The stress which…

Q: Q2-B//a bar of 3m long and 25mm diameter at 70°C is gripped at ends and cooling to 30°C,the total…

Q: 2.84 The rigid bar of negligible weight is supported as shown in the figure. If W = 80 kN, compute…

Q: A rod is composed of of aluminum and steel section as shown in the figure. If an axial load of 20 kN…

Q: Given: A steel rod (A= 150 mm?) is stretched between two fixed points with a tensile load of 5000 N…

Q: Tutorial Question on Axially Loaded Members Question One A steel bar 2.4 m long has a circular cross…

A: Approach to solving the question: using the formula for elongation of stress region and the…

Q: Built-in rod material property with given dimension dimensions: (It is assumed that the yield…

A: Given, load on the bar , P =300 daN modulus of elasticity , E =22 *105 daN/cm2 dimensions ,…

Q: (a) An axial load P is applied at a point D that is 6 mm from the geometric axis of the square…

A: Given:∆L=10 mmE=70 GPaL=0.75 mA=44*44 mm2

Q: = (1) A circular rod made of steel with a diameter of d = 10 mm and length 1 = 150 mm is shown in…

A: According to the given data d=10mm L=150mm E=300GPa ∆D=-0.015 We need to find The final length of…

Q: 3. Three bars each made from different materials are placed between walls when the temperature is…

Q: 2. Three loads are applied to the beam at temperature T₂ = 110°F, one uniformly distributed load on…

A: To Find : The bending stress at point J is at the top of the beam 2 feet from the left end of the…

Q: The ultimate strength of steel may be assumed to be 450 MPa.

A: solution- given: w-0.3m FOS-2.5 ultimate stress-450Mpa

Q: A rigid bar ABDE is being attached to a wall via a pin at A and alloy steel rod BC (E = 250 GPa). BC…

Q: SITUATION 3: The Fig shows a circular steel plate supported on 3 posts A, B, and C which are equally…

Q: Three (3) different cylinder made from Steel, Aliminum and Bronze are jointed together to form a…

A: Elongation in a bar of constant section is given as the δl=PlAE Total elongation for this combined…

Q: As shown in the figure below, three steel wires, each 0.05 in² in area, are used to lift a load W =…

A: L1 = 64.98 ft L2 = 64.99 ft L3 = 65.00 ft A = area of each wire = 0.05 in2 W = 1300 lb It is…

Q: a)For the chosen values of P_B and P_C, determine the reaction at D 48.0 b)Given PB = 46 kip, what…

Q: 1.37 Link BC is 6 mm thick, has a width w = 480- MPa ultimate strength in tension What was the…

Q: 300 mm 300 mm Figure Q2

A: Given data:- Area =1950 mm^2 Maximum deflection of point C = 0.6mm

Q: 3 in. ID B ➡➡➡➡q=0.1k/in. C 2 in. Side The wood block shown is fastened at AD to the side of a…

A: Given:The length of the beam, The width of the beam, The height of the cross-section, The value of…

Q: A round steel shell with outer and inner diameter 12 mm and 8 mm, respectively, encloses a brass…

A: Given: The outer diameter of round steel, Do = 12 mm The inner diameter of round steel, d = 8 mm The…

Q: 1. Consider a deformable homogenous siender rod of constant area along its length. It is axially…

A: According to st. Venant's theory, maximum normal strain in actual case crosses maximum normal strain…

Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 4500 mm² and an…

Q: A steel plate ABCD shown in Figure 1 is pinned at E and roller supported at B. Use values a, b and…

Q: 3. A 5-m rod having a uniform cross-sectional area of 1000 sq.mm. is secured between two walls 5…

Q: (b) Two round solid bars of different materials are connected in series against rigid supports as…

A: Bar ALA=40mmdA=30mmPoisson Ratio=0.32Youngs's Modulus EA=70kN/mm2αA=16.5×10-6°C-1Bar…

Q: A steel bar 160cm long under applied loading as shown in figure 4.Find the elongation of bar,take…

Concept explainers

Pressure Vessels

The term pressure vessel refers to a closed container that contains gas or liquid at a different pressure than environment pressure. The pressure vessels have a wide scale of applications in our day-to-day lives and other industrial places. Some common examples of pressure vessels are gas cylinders, autoclaves, compressor vessels, etc.

Question

A,
960 mm?
ΔΤ
-25°C
E1
80 GPa
165 kN
a1 =
15.7 x10-/°C
(1)
(2)
А, —
1920 mm?
E, =
160 GPa
19.7 x10/°C
2000 mm
2600 mm
A composite axial structure consists of two rods
joined at flange B. Rods (1) and (2) are attached to
rigid supports at A and C, respectively. A
concentrated load P is applied to flange B in the
F1
kN
F2
kN
direction shown.
Determine the internal forces and normal stresses
01
MPа
in each rod after the temperature changes by the
indicated AT. (+= tension, – = compression)
02
MPa
Also, determine the deflection of flange B in the x
direction. (+ = right,
UB
mm
= left)
1st
2nd
3rd
Enter
attempt
Rod properties
I| ||||

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

Step 3

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

Problem 3: (M4) Your boss at a construction company asked you to verify the thickness of a 3 m long hollow-square steel column (E=200 GPA) that can withstand an axial compressive load of 50 MN, the outer dimension a is 400 mm. The column's cross section is shown in Figure.4. Assume the column is a fixed-free type. Figure.4: Cross-section of a hollow-square steel column
The rigid beam AD shown carries a load W = 200 kN. It is supported by a hinge at D, a steel rod at A, and a bronze rod at C. The material properties are shown in the table below. Calculate the tensile forces in the steel and bronze rods after the load W is applied into the beam. Neglect the weight of the beam. Material E (GPa) A (mm2) Bronze 83 1290 3 m Steel 200 320 Bronze Steel 1 m 1m A B -1.2 m 2.4 m W = 200 kN
plz solve correctly using Finite Element Analysis best wishes ton
Problem 3: (M4) Your boss at a construction company asked you to verify the thickness of a 3 m long hollow-square steel column (E=200 GPA) that can withstand an axial compressive load of 50 MN, the outer dimension a is 400 mm. The column's cross section is shown in Figure.4. Assume the column is a fixed-free type. b Figure.4: Cross-section of a hollow-square steel column
PLEASE ANSWER ASAP TY! The two bars (1) and (2) are made of the aluminum with E = 70 GPa, has the same cross section of 100 mm x 20 mm, and supported by rigid supports at A and C. The coefficient of thermal expansion of the material is 23 x 10–6/oC. At T = 25oC, the two bars have a gap of 5 mm as shown. a) What is the reaction force (in KN) at fixed support A when the temperature is 100oC? b) What is the reaction force (in KN) at fixed support C when the temperature is 100oC? c) What is the stress (in MPa) in bar (1) when the temperature is 100oC? d) What is the stress (in MPa) in bar (2) when the temperature is 100oC?
Three (3) different cylinder made from Steel, Aliminum and Bronze are jointed together to form a composite structure and fixed to wall support. Three (3) axial forces denoted as 4P, 2P and 2P acted on the structure as shown. The following value was already determined: Reaction at A =4 kN to the right Internal force for Bronze =2 kN compression Esteel = 200 GPa; EAlminum 70 GPa, EBrenz 83 GPa Determine the elongation ( 8 ) for each section: Aluminum A = 400 mm? Bronze Steel A = 200 mm? A = 500 mm? 2P 4P 2P 2.5 m 2.0 m 1.5 m
Thank you. Please help me.
A column of length 1 m is hinged at both ends has cross-section (10 x20) mm2. Young's modulus of elasticity is 200 GPa. The maximum permissible axial compressive load that can apply (in N) is
The L-shaped rigid bar shown is pin connected at C, welded to a rigid bar AB at point B, and rests on a composite bar at D. Rigid bar AB is attached to two identical rubber (G = 150 MPa) pads with the shown dimensions and having a thickness of 30 mm each. Meanwhile, composite bar DE is made of hollow aluminum (with outer diameter do and inner diameter di, E = 70 GPa) surrounding a solid steel rod (diameter = di, E = 200 GPa). Determine the maximum force P that can be applied to the rigid bar at B if the allowable normal stresses in aluminum and steel are 80 MPa and 200 MPa, respectively and the shear stress in rubber is 30 MPa.Use the following values:Parameters s = 135 mm x = 3.8 m y = 5.5 m do = 60 mm di = 35 mm
A rod is composed of of aluminum and steel section as shown in the figure. If an axial load of 20 kN and the modulus of elasticity for steel and aluminum is 210 GPa and 70 GPa respectively, find the elongation in the steel rod. ... Aluminium, 300mm2 Steel, 200mm? F 3m 2m A 0.48 mm B 2.86 mm 1.43 mm 0.96 mm
Determine the total elongation of the bar shown in figure below: -Draw and label the diagram correctly, No diagram in the solution will be marked wrong. -Shortcut solution will be marked wrong.- Direction of the assumption of the equilibrium equation must be shown, no direction will be marked wrong.