Ql; A bar ABCD shown in Figure (1) below consists of three sections: AB is of 42 mm diameter and 80 mm long, BC is 65 mm square and 145 mm long, and CD is a circular section of 52 mm diameter and 70 mm long. Determine the stress setup in each section of the bar when it is subjected to an axial tensile load of 300 kN. What will be the total Nkiy extension of the bar under this load. EAL=198 GN/m², Ēpc=215 GN/m², and Ecp=187 GN/m². (a e ti) (COrelar erwe) rereler e w Figure (1) 300 KN - 300 kN $2 m ...

Ql; A bar ABCD shown in Figure (1) below consists of three sections: AB is of 42 mm diameter and 80 mm long, BC is 65 mm square and 145 mm long, and CD is a circular section of 52 mm diameter and 70 mm long. Determine the stress setup in each section of the bar when it is subjected to an axial tensile load of 300 kN. What will be the total Nkiy extension of the bar under this load. EAL=198 GN/m², Ēpc=215 GN/m², and Ecp=187 GN/m². (a e ti) (COrelar erwe) rereler e w Figure (1) 300 KN - 300 kN $2 m ...

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: (CLO 1, 2)Determine the stress in the Aluminum rod (Psi) after the load 68 (kips) is applied. The…

A: Objective: To determine the stress in aluminium rod.

Q: a. Take a cut through the section where the AB and BC segments are connected (shown in the figure at…

A: we are to determine the stress distribution at section B, and the load at point C

Q: The pin-connectsed structure consists of a rigid bar ABCD and two bronze alloy [E = 100 GPa] bares,…

A: GivenE=100GPaA=340mm2L1=810mmL2=1080mma=480mmb=38mmc=600mmσlim=165MPa

Q: 3- For the plane truss with an inclined support shown below, solve for the nodal displacements and…

Q: O MPa and an axial stress of 325 MPa that act on an element imposes a bending stress of 250 MPa and…

A: Tangential stress is .Axial stress is .Bending stress is .Torsional stress is .

Q: ess of bar: 6 m mm mm adius, r= 4 mm

Q: 2. The setup for an experiment consists of a curved steel beam with a rectangular cross section…

Q: lg (6) Im الله Soan

Q: 7. Determine the stress developed in the Tensional Cord given that the cable’s diameter is 0.6…

A: Given, Weight of the bar = W = 6 kips Diameter of cable = d = 0.6 in AB = 5 m BD = 3 m BC = 5 m…

Q: The system in the figure consists of AB with a wall thickness of 5 mm and an outer diameter of dAB =…

Q: Stepped bar ABC is fabricated out of aluminum and supported by a fixed support at C as shown. The…

Q: A Answer the following questions. 1. What will be the minimum diameter of a steel wire, which is…

A: →Given data:-load P =3KN=3×103N. maximum stress σmax=75MNm2=75×106N/m2 Determine:- minimum…

Q: 5. A cylindrical pressure vessel has an inner diameter of 4 ft. If the yield strength for the tank…

Q: A homogenous rigid block subjected to the loading shown in figure is supported by three steel rod…

A: Given: Diameter of steel rod, d=25 mm

Q: 10 KN 20 KN / m 5 KN / m A B SIMPLE STRESSES 5 KN / m D 5 KN / m F 50 KN-m E 3. Points C and D of…

A: Given DataP=10kNw1=5kN/mw2=20kN/m

Q: Ql: A bar ABCD shown in Figure (1) below consists of three sections: AB is of 42 mm diameter and 80…

Q: An aluminum rod is rigidly attached between a steel rod and a bronze rod as shown in the figure.…

A: Given: The area of the cross-section for the steel rod is As=500 mm2. The area of the cross-section…

Q: Consider the figure shown below. The 6000 Ib bar is hinged at Point C. The bar is supported at Point…

Q: Using Mohr's Circle for the figure shown, (a) determine the stresses acting on an element oriented…

Q: Find the tensile stress in MPa in member AB shown in the figure. All connection bars have square…

Q: The rigid bar of negligible weight is supported as shown. The assembly is initially stress- free.…

Q: he bent pipe has a 1.5-in. outer diameter and a 0.2-in. wall thickness. Calculate the largest shear…

A: Let us draw the Free body diagram

Q: TEST I: 1 Find Mhe allowable safe load P if the stresses in the bar are the folbuwing. AB= 56 cgi…

A: Given data:-Stress in bar AB, σAB=50ksi=344.738N/mm2Stress in bar BC, σBC=60ksi=413.685N/mm2Stress…

Q: Two vertical forces are applied to a beam of the cross-section shown. Determine the maximum tensile…

A: P = 8 kN

Q: Figure 1a shows a concrete beam supported by two solid circular columns. Column AB is made from…

A: Given: P= 100 KN L1= 3m L2= 2m L3= 1m dAB= 60mm dCD= 60mm

Q: The assembly shown in figure (5) consists of two posts AD and CF made of a steel (Ast= 1000 mm2, Est…

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

Ql; A bar ABCD shown in Figure (1) below consists of three sections: AB is of 42 mm
diameter and 80 mm long, BC is 65 mm square and 145 mm long, and CD is a circular
section of 52 mm diameter and 70 mm long. Determine the stress setup in each section of
the bar when it is subjected to an axial tensile load of 300 kN. What will be the total
Nkiy, extension of the bar under this load.
EAL=198 GN/m², Epc=215 GN/m², and Ecp=187 GN/m².
(a e tie)
(COrealar ero wne
eler ere wi
Figure (1)
300 kN
300 kN
$2 mm
u mm

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

Similar questions

Answer the image below. Also draw the FREE BODY DIAGRAM. Answer should be: PSTEEL = 15,000 lbs PBRONZE = 9,000 lbs PALUM = 3,000 lbs δTOTAL = 0.0224 inch < 0.08 inch
Determine the stress in the Aluminum rod (Psi) after the load 68 (kips) is applied. The light rigid bar ABCD is pinned at 8 and connected to two vertical rods. Assuming that the bar was initially horizontal and the rods stress-free.
Answer the following.
Find p1 and p2
5 Figure 5 shows a thick cylinder of 50 mm internal radius and 115 mm outer radius is subjected to an internal pressure of 60 MN/m² and an extemal pressure of 30 MN/m?. Determine the hoop and radial stresses at the inside and outside of the cylinder together with the longitudinal stress if the cylinder is assumed to have closed ends using analytical and graphical approaches.
Correct ans is 40,30 option b
Please give me right solution according to the question.. Don't copy from other websites
1- Calculate the stresses in members CE, DE, and DF. The cross-sectional area of each member is 1200 mm?. Indicate tension (T) or compression (C). P = 5 kN Figure P-111 6 m 8 m 8 m 8 m 6 m Fig 1 Fig 2
The composite bar in Fig. P-247 is stress-free before the axial loads P, and P₂ are applied. Assuming that the walls are rigid, calculate the stress in each material if P₁ = 150 kN and P2₂ = 90 kN. Aluminum Steel A = 900 mm² A = 2000 mm² E = 70 GPa E 200 GPa P 500 mm Bronze A = 1200 mm² E = 83 GPa 250 mm 350 mm Figure P-247 and P-248
PLEASE ANSWER NUMBER 1.MECH 222-MECHANICS OF DEFORMABLE BODIES: PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.
The cross-sectional area of the prismatic bar is 0.02 m². If the normal and shear stresses on the plane P are d = 1.25 MPa and Te = -1.5 MPa, what are the angle and the axial force P. Figure 1
Q1/ (A) - The mechanism of femur bone is approximated as a circular tube (3 cm and 2 cm are the outer and inner diameter respectively) under loads as shown in figure Q1-A, determine the state of stresses at the points A and B. 40 cm 5 cm 380 N Figure Q1-A 300 N