EBK MANUFACTURING PROCESSES FOR ENGINEE
EBK MANUFACTURING PROCESSES FOR ENGINEE
6th Edition
ISBN: 9780134425115
Author: Schmid
Publisher: YUZU
bartleby

Videos

Question
Book Icon
Chapter 3, Problem 3.54P

(a)

To determine

The minimum weight of a 1m long tension member of stainless steel.

(a)

Expert Solution
Check Mark

Answer to Problem 3.54P

The minimum weight of a 1m long tension member stainless steel is 0.1328kg .

Explanation of Solution

Given:

The length of the wire is l=1m .

The load supported by the member is P=4kN .

Formula used:

The expression for area of the specimen is given as,

  A=PSy

Here, Sy is the yield strength and P is the load applied.

The expression for mass of the specimen is given as,

  m=ρ×A×l

Here, m is the mass of the specimen, and ρ is the density of the specimen.

Calculation:

Refer to table 3.4 “Room temperature mechanical properties and typical applications of annealed stainless steels” value obtained from this table is,

  Sy=240MPa

The expression for area of the specimen can be calculated as,

  A=PSyA=4000N( 240000× 10 3 kPa)( 1000N/ m 2 1kPa )=1.66×105m2

The expression for mass of the specimen can be calculated as,

  m=ρ×A×lm=8000kg/m3×1.66×105m2×1m=0.1328kg

Conclusions:

Therefore, the minimum weight of a 1m long tension member stainless steel is 0.1328kg .

(b)

To determine

The minimum weight of a 1m long tension member of normalized 8620 steel.

(b)

Expert Solution
Check Mark

Answer to Problem 3.54P

The minimum weight of a 1m long tension member of normalized 8620 steel is 0.0848kg .

Explanation of Solution

Given:

The length of the wire is l=1m .

The load supported by the member is P=4kN .

Formula used:

The expression for area of the specimen is given as,

  A=PSy

Here, Sy is the yield strength and P is the load applied.

The expression for mass of the specimen is given as,

  m=ρ×A×l

Here, m is the mass of the specimen, and ρ is the density of the specimen.

Calculation:

Refer to strength and density data book the value obtained as

  Sy=360MPa

The expression for area of the specimen can be calculated as,

  A=PSyA=4000N( 360000× 10 3 kPa)( 1000N/ m 2 1kPa )=1.111×105m2

The expression for mass of the specimen can be calculated as

  m=ρ×A×lm=7850kg/m3×1.081×105m2×1m=0.0848kg

Conclusions:

Therefore, the minimum weight of a 1m long tension member normalized 8620 steel is 0.0848kg .

(c)

To determine

The minimum weight of a 1m long tension member of rolled 1080 steel.

(c)

Expert Solution
Check Mark

Answer to Problem 3.54P

The minimum weight of a 1m long tension member of rolled 1080 steel is 0.0526kg .

Explanation of Solution

Given:

The length of the wire is l=1m .

The load supported by the member is P=4kN .

Formula used:

The expression for area of the specimen is given as,

  A=PSy

Here, Sy is the yield strength and P is the load applied.

The expression for mass of the specimen is given as,

  m=ρ×A×l

Here, m is the mass of the specimen, and ρ is the density of the specimen.

Calculation:

Refer to strength and density data book the value obtained as

  Sy=585MPa

The expression for the area of the specimen can be calculated as,

  A=PSyA=4000N( 585000× 10 3 kPa)( 1000N/ m 2 1kPa )=0.6837×105m2

The expression for mass of the specimen can be calculated as

  m=ρ×A×lm=7700kg/m3×0.6837×105m2×1m=0.0526kg

Conclusions:

Therefore, the minimum weight of a 1m long tension member rolled 1080 steel is 0.0526kg .

(d)

To determine

The minimum weight of a 1m long tension member of 5052-O aluminum alloy.

(d)

Expert Solution
Check Mark

Answer to Problem 3.54P

The minimum weight of a 1m long tension member of 5052-O aluminum alloy is 0.0833kg .

Explanation of Solution

Given:

The length of the wire is l=1m .

The load supported by the member is P=4kN .

Formula used:

The expression for area of the specimen is given as,

  A=PSy

Here, Sy is the yield strength and P is the load applied.

The expression for mass of the specimen is given as,

  m=ρ×A×l

Here, m is the mass of the specimen, and ρ is the density of the specimen.

Calculation:

Refer to table 3.5 “Properties of various aluminum alloy” value obtained from this table is,

  Sy=215MPa

The expression for the area of the specimen can be calculated as,

  A=PSyA=4000N( 215000× 10 3 kPa)( 1000N/ m 2 1kPa )=1.860×105m2

The expression for mass of the specimen can be calculated as,

  m=ρ×A×lm=2710kg/m3×3.0769×105m2×1m=0.0833kg

Conclusions:

Therefore, the minimum weight of a 1m long tension member 5052-O aluminum alloy is 0.0833kg .

(e)

To determine

The minimum weight of a 1m long tension member of AZ31B-F magnesium.

(e)

Expert Solution
Check Mark

Answer to Problem 3.54P

The minimum weight of a 1m long tension member of AZ31B-F magnesium is 0.7555kg .

Explanation of Solution

Given:

The length of the wire is l=1m .

The load supported by the member is P=4kN .

Formula used:

The expression for area of the specimen is given as,

  A=PSy

Here, Sy is the yield strength and P is the load applied.

The expression for mass of the specimen is given as,

  m=ρ×A×l

Here, m is the mass of the specimen, and ρ is the density of the specimen.

Calculation:

Refer to table 3.5 “Properties of various aluminum alloy” value obtained from this table is,

  Sy=215MPa

The expression for the area of the specimen can be calculated as,

  A=PSyA=4000N( 290000× 10 3 kPa)( 1000N/ m 2 1kPa )=1.379×105m2

The expression for mass of the specimen can be calculated as,

  m=ρ×A×lm=8500kg/m3×8.888×105m2×1m=0.7555kg

Conclusions:

Therefore, the minimum weight of a 1m long tension member AZ31B-F magnesium is 0.7555kg .

(f)

To determine

The minimum weight of a 1m long tension member of pure copper.

(f)

Expert Solution
Check Mark

Answer to Problem 3.54P

The minimum weight of a 1m long tension member of pure copper is 0.5194kg

Explanation of Solution

Given:

The length of the wire is l=1m .

The load supported by the member is P=4kN .

Formula used:

The expression for the area of the specimen is given as,

  A=PSy

Here, Sy is the yield strength and P is the load applied.

The expression for mass of the specimen is given as,

  m=ρ×A×l

Here, m is the mass of the specimen, and ρ is the density of the specimen.

Calculation:

The expression for the area of the specimen can be calculated as,

  A=PSyA=4000N( 70000× 10 3 kPa)( 1000N/ m 2 1kPa )=5.7142×105m2

The expression for mass of the specimen can be calculated as,

  m=ρ×A×lm=8960kg/m3×5.797×105m2×1m=0.5194kg

Conclusions:

Therefore, the minimum weight of a 1m long tension member pure copper is 0.5194kg .

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
CORRECT AND DETAILED SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED. I REALLY NEED FBD. The cantilevered spandrel beam shown whose depth tapers from d1 to d2, has a constant width of 120mm. It carries a triangularly distributed end reaction.Given: d1 = 600 mm, d2 = 120 mm, L = 1 m, w = 100 kN/m1. Calculate the maximum flexural stress at the support, in kN-m.2. Determine the distance (m), from the free end, of the section with maximum flexural stress.3. Determine the maximum flexural stress in the beam, in MPa.ANSWERS: (1) 4.630 MPa; (2) 905.8688 m; (3) 4.65 MPa
CORRECT AND DETAILED SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED. I REALLY NEED FBD A concrete wall retains water as shown. Assume that the wall is fixed at the base. Given: H = 3 m, t = 0.5m, Concrete unit weight = 23 kN/m3Unit weight of water = 9.81 kN/m3(Hint: The pressure of water is linearly increasing from the surface to the bottom with intensity 9.81d.)1. Find the maximum compressive stress (MPa) at the base of the wall if the water reaches the top.2. If the maximum compressive stress at the base of the wall is not to exceed 0.40 MPa, what is the maximum allowable depth(m) of the water?3. If the tensile stress at the base is zero, what is the maximum allowable depth (m) of the water?ANSWERS: (1) 1.13 MPa, (2) 2.0 m, (3) 1.20 m
CORRECT AND DETAILED SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED. I NEED FBD A short plate is attached to the center of the shaft as shown. The bottom of the shaft is fixed to the ground.Given: a = 75 mm, h = 125 mm, D = 38 mmP1 = 24 kN, P2 = 28 kN1. Calculate the maximum torsional stress in the shaft, in MPa.2. Calculate the maximum flexural stress in the shaft, in MPa.3. Calculate the maximum horizontal shear stress in the shaft, in MPa.ANSWERS: (1) 167.07 MPa; (2) 679.77 MPa; (3) 28.22 MPa
Knowledge Booster
Background pattern image
Mechanical Engineering
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
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Elements Of Electromagnetics
Mechanical Engineering
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Oxford University Press
Text book image
Mechanics of Materials (10th Edition)
Mechanical Engineering
ISBN:9780134319650
Author:Russell C. Hibbeler
Publisher:PEARSON
Text book image
Thermodynamics: An Engineering Approach
Mechanical Engineering
ISBN:9781259822674
Author:Yunus A. Cengel Dr., Michael A. Boles
Publisher:McGraw-Hill Education
Text book image
Control Systems Engineering
Mechanical Engineering
ISBN:9781118170519
Author:Norman S. Nise
Publisher:WILEY
Text book image
Mechanics of Materials (MindTap Course List)
Mechanical Engineering
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Cengage Learning
Text book image
Engineering Mechanics: Statics
Mechanical Engineering
ISBN:9781118807330
Author:James L. Meriam, L. G. Kraige, J. N. Bolton
Publisher:WILEY
Introduction to Ferrous and Non-Ferrous Metals.; Author: Vincent Ryan;https://www.youtube.com/watch?v=zwnblxXyERE;License: Standard Youtube License