SlideShare a Scribd company logo
2
Most read
3
Most read
6
Most read
Solved Problems



Problem 7.124:
The compressed-air tank AB has a 250mm outside diameter and an 8mm
wall thickness. It is fitted with a collar by which a 40-KN force F is applied
at B in the horizontal direction. Knowing that the gage pressure inside the
tank is 5-MPa. Determine the maximum normal stress and the maximum
shearing stress at point K.




Solution:
Assume: neglect of the collar dimensions.



                       (              )
                   (              )
Using Mohr Circle:

               √         (   )

                     ,
Problem 7.120:
 A torque of the magnitude T= 12 KN. m is applied to the end of a tank
containing compressed air under a pressure of 8 MPa. Knowing that the
tank has a 180-mm inner diameter and 12-mm wall thickness, determine
the maximum normal stress and the maximum shearing stress in the tank.




Solution:

   = 90mm, t=12mm,

                ,

Torsion:
C1=90mm, C2=102mm,                 (         )



Using Mohr’s Circle:


         √          (   )
Problem 7.121:
The tank shown has a 180-mm inner diameter and 12-mm wall thickness.
Knowing that the tank contains compressed air under a pressure of 8-
MPa, determine the magnitude T of the applied torque for which the
maximum normal stress is 75-MPa.




Solution:
              ,




Torsion:

C1=90mm, C2=102mm,             (         )



Using Mohr’s Circle:
Problem 7.104:
 The unpressurized cylindrical storage tank shown has a 5-mm wall
thickness and is made of steel having 450 MPa, ultimate strength in
tension. Determine the max h to which it can be filled with water if the
factor of safety of 4 is desired. (Specific weight of water=9810 N/m2.).




Solution:
,




Solution:

             (     )
                       ,



Using Mohr’s Circle:
Since,|    |   , stress point lies in 4th quadratic Equation of 4th
quadratic boundary is:




R= 34.612 MPa

     √     (    )

Torsion:

C=16-mm,
Solution:



    √     (    )     | |



Since,|    |     stress point lies in 4th
quadratic Equation of 4th quadratic boundary is:




               | |
Solution:

      (     )
                                ,


    √       ( )

                √


        √                   √



                    (       )
                (       )
Problem 7.85:
The 44-mm diameter shaft AB is made of a grade of steel for
which the yield strength is 250 MPa. Using the maximum shearing
stress principle criterion, determine the magnitude of the force P
for which yield occurs when T= 1.5 KN. m.




Solution:




              (       )


             √     ( )    ………………………………………………………………………….. (1)



             √    ( )     ……………………………………………………………………………. (2)
Subtract (2) from (1):

      √             = 174 MPa,   (   )

More Related Content

PDF
Mechanics of Materials 8th Edition R.C. Hibbeler
DOCX
Deflection and member deformation
PDF
Solucion semana 16
PDF
Solution of Chapter- 05 - stresses in beam - Strength of Materials by Singer
PDF
Torsion Hollow Shaft
PDF
Solution 2 3_8_bar_with_a_hole
PPTX
Shear Stress Distribution For Square Cross-section
PPT
Mechanics of Materials 8th Edition R.C. Hibbeler
Deflection and member deformation
Solucion semana 16
Solution of Chapter- 05 - stresses in beam - Strength of Materials by Singer
Torsion Hollow Shaft
Solution 2 3_8_bar_with_a_hole
Shear Stress Distribution For Square Cross-section

What's hot (20)

DOC
Chapter 12
PDF
Shear stresses in beams p
PDF
PDF
Chapter 18(beams of composite materials)
PPTX
Problems on simply supported beams (udl , uvl and couple)
PDF
Ch06 07 pure bending & transverse shear
PDF
BEER Cap 05 Solucionario
PDF
Bending problems part 1
PPTX
Geotech2.pptx
PDF
Chapter 07 in som
PDF
01 01 chapgere[1]
PDF
6161103 6.2 the method of joints
DOCX
Friction full
PPTX
TORSION (MECHANICS OF SOLIDS)
PDF
Lesson 07, torsion
PDF
Sheet 1 pressure measurments
PDF
0136023126 ism 06(1)
PPT
Shear stresses in beams
Chapter 12
Shear stresses in beams p
Chapter 18(beams of composite materials)
Problems on simply supported beams (udl , uvl and couple)
Ch06 07 pure bending & transverse shear
BEER Cap 05 Solucionario
Bending problems part 1
Geotech2.pptx
Chapter 07 in som
01 01 chapgere[1]
6161103 6.2 the method of joints
Friction full
TORSION (MECHANICS OF SOLIDS)
Lesson 07, torsion
Sheet 1 pressure measurments
0136023126 ism 06(1)
Shear stresses in beams
Ad

More from Mohamed Salah (20)

DOCX
DOCX
PPTX
Ch. 8 problems
DOCX
Problems on chapter 8
PDF
Exam11solution
PDF
PPTX
Revision
PPTX
Revision
PPTX
Transformation of Stress and Strain
PPTX
Shearing stresses in Beams & Thin-walled Members .
PPTX
Deflection of beams
PPTX
Shear & Bending Moment Diagram
DOCX
Bending problems
PPTX
Bendig 2
PPTX
Examples on bending
PPTX
Torsion problems 2
PPTX
Bending
PPTX
Torsion problems& answers part 1
PPTX
Torsion1
PPT
Torsion
Ch. 8 problems
Problems on chapter 8
Exam11solution
Revision
Revision
Transformation of Stress and Strain
Shearing stresses in Beams & Thin-walled Members .
Deflection of beams
Shear & Bending Moment Diagram
Bending problems
Bendig 2
Examples on bending
Torsion problems 2
Bending
Torsion problems& answers part 1
Torsion1
Torsion
Ad

Recently uploaded (20)

PDF
Hazard Identification & Risk Assessment .pdf
PDF
Indian roads congress 037 - 2012 Flexible pavement
PPTX
History, Philosophy and sociology of education (1).pptx
PDF
Empowerment Technology for Senior High School Guide
PDF
GENETICS IN BIOLOGY IN SECONDARY LEVEL FORM 3
PDF
IGGE1 Understanding the Self1234567891011
PDF
RMMM.pdf make it easy to upload and study
PPTX
202450812 BayCHI UCSC-SV 20250812 v17.pptx
PDF
medical_surgical_nursing_10th_edition_ignatavicius_TEST_BANK_pdf.pdf
PDF
Paper A Mock Exam 9_ Attempt review.pdf.
PDF
Weekly quiz Compilation Jan -July 25.pdf
PPTX
Cell Types and Its function , kingdom of life
PPTX
1st Inaugural Professorial Lecture held on 19th February 2020 (Governance and...
PDF
Chinmaya Tiranga quiz Grand Finale.pdf
PPTX
Lesson notes of climatology university.
PPTX
Introduction-to-Literarature-and-Literary-Studies-week-Prelim-coverage.pptx
DOC
Soft-furnishing-By-Architect-A.F.M.Mohiuddin-Akhand.doc
PDF
ChatGPT for Dummies - Pam Baker Ccesa007.pdf
PPTX
A powerpoint presentation on the Revised K-10 Science Shaping Paper
PPTX
Digestion and Absorption of Carbohydrates, Proteina and Fats
Hazard Identification & Risk Assessment .pdf
Indian roads congress 037 - 2012 Flexible pavement
History, Philosophy and sociology of education (1).pptx
Empowerment Technology for Senior High School Guide
GENETICS IN BIOLOGY IN SECONDARY LEVEL FORM 3
IGGE1 Understanding the Self1234567891011
RMMM.pdf make it easy to upload and study
202450812 BayCHI UCSC-SV 20250812 v17.pptx
medical_surgical_nursing_10th_edition_ignatavicius_TEST_BANK_pdf.pdf
Paper A Mock Exam 9_ Attempt review.pdf.
Weekly quiz Compilation Jan -July 25.pdf
Cell Types and Its function , kingdom of life
1st Inaugural Professorial Lecture held on 19th February 2020 (Governance and...
Chinmaya Tiranga quiz Grand Finale.pdf
Lesson notes of climatology university.
Introduction-to-Literarature-and-Literary-Studies-week-Prelim-coverage.pptx
Soft-furnishing-By-Architect-A.F.M.Mohiuddin-Akhand.doc
ChatGPT for Dummies - Pam Baker Ccesa007.pdf
A powerpoint presentation on the Revised K-10 Science Shaping Paper
Digestion and Absorption of Carbohydrates, Proteina and Fats

Hw ch7

  • 1. Solved Problems Problem 7.124: The compressed-air tank AB has a 250mm outside diameter and an 8mm wall thickness. It is fitted with a collar by which a 40-KN force F is applied at B in the horizontal direction. Knowing that the gage pressure inside the tank is 5-MPa. Determine the maximum normal stress and the maximum shearing stress at point K. Solution: Assume: neglect of the collar dimensions. ( ) ( )
  • 2. Using Mohr Circle: √ ( ) ,
  • 3. Problem 7.120: A torque of the magnitude T= 12 KN. m is applied to the end of a tank containing compressed air under a pressure of 8 MPa. Knowing that the tank has a 180-mm inner diameter and 12-mm wall thickness, determine the maximum normal stress and the maximum shearing stress in the tank. Solution: = 90mm, t=12mm, , Torsion: C1=90mm, C2=102mm, ( ) Using Mohr’s Circle: √ ( )
  • 4. Problem 7.121: The tank shown has a 180-mm inner diameter and 12-mm wall thickness. Knowing that the tank contains compressed air under a pressure of 8- MPa, determine the magnitude T of the applied torque for which the maximum normal stress is 75-MPa. Solution: , Torsion: C1=90mm, C2=102mm, ( ) Using Mohr’s Circle:
  • 5. Problem 7.104: The unpressurized cylindrical storage tank shown has a 5-mm wall thickness and is made of steel having 450 MPa, ultimate strength in tension. Determine the max h to which it can be filled with water if the factor of safety of 4 is desired. (Specific weight of water=9810 N/m2.). Solution:
  • 6. , Solution: ( ) , Using Mohr’s Circle:
  • 7. Since,| | , stress point lies in 4th quadratic Equation of 4th quadratic boundary is: R= 34.612 MPa √ ( ) Torsion: C=16-mm,
  • 8. Solution: √ ( ) | | Since,| | stress point lies in 4th quadratic Equation of 4th quadratic boundary is: | |
  • 9. Solution: ( ) , √ ( ) √ √ √ ( ) ( )
  • 10. Problem 7.85: The 44-mm diameter shaft AB is made of a grade of steel for which the yield strength is 250 MPa. Using the maximum shearing stress principle criterion, determine the magnitude of the force P for which yield occurs when T= 1.5 KN. m. Solution: ( ) √ ( ) ………………………………………………………………………….. (1) √ ( ) ……………………………………………………………………………. (2)
  • 11. Subtract (2) from (1): √ = 174 MPa, ( )