Preview

Solid Mechanic

Satisfactory Essays
Open Document
Open Document
1584 Words
Grammar
Grammar
Plagiarism
Plagiarism
Writing
Writing
Score
Score
Solid Mechanic
Chapter Objectives
 To show how to use the method of sections for determining the internal loadings in a member.  To introduce the concepts of normal and shear stress.  To analyse and design members subject to axial load and direct shear.  To define normal and shear strain, and show how they can be determined for various types of problems.
Copyright © 2011 Pearson Education South Asia Pte Ltd

In-Class Activities
• • • • • • • • Reading Quiz Applications Normal Stress Shear Stress Normal Strain Shear Strain Cartesian Strain Components Concept Quiz

Copyright © 2011 Pearson Education South Asia Pte Ltd

READING QUIZ
1. What is the normal stress in the bar if P=10 kN and 500 mm²?
a) b) c) d) e) 0.02 kPa 20 Pa 20 kPa 200 N/mm² 20 MPa

Copyright © 2011 Pearson Education South Asia Pte Ltd

READING QUIZ (cont)
2. What is the average shear stress in the internal vertical surface AB (or CD), if F=20 kN, and AAB=ACD=1000 mm²?
a) b) c) d) e) 20 N/mm² 10 N/mm² 10 kPa 200 kN/m² 20 MPa

Copyright © 2011 Pearson Education South Asia Pte Ltd

READING QUIZ (cont)
3. The center portion of the rubber balloon has a diameter of d = 100 mm. If the air pressure within it causes the balloon’s diameter to become d = 125 mm, determine the average normal strain in the rubber.
a) b) c) d) 0.2 0.25 π 0.25 1.25

Copyright © 2011 Pearson Education South Asia Pte Ltd

READING QUIZ (cont)
4. What is the unit of strain?
a) b) c) d) mm mm/m Micron no unit

Copyright © 2011 Pearson Education South Asia Pte Ltd

APPLICATIONS
Where does the average normal stress occur?

Copyright © 2011 Pearson Education South Asia Pte Ltd

Copyright © 2011 Pearson Education South Asia Pte Ltd

APPLICATIONS (cont)
Will the total shear force over the anchor length be equal to the total tensile force σtensile A in the bar?

Copyright © 2011 Pearson Education South Asia Pte Ltd

APPLICATIONS

Copyright © 2011 Pearson Education South Asia Pte Ltd

AVERAGE

You May Also Find These Documents Helpful

  • Satisfactory Essays

    Nt1330 Final Exam

    • 798 Words
    • 4 Pages

    a transverse elastic modulus of 6.5 GPa, what should be its fiber volume fraction? (a) 65%, (b)…

    • 798 Words
    • 4 Pages
    Satisfactory Essays
  • Satisfactory Essays

    Practice Final

    • 1884 Words
    • 8 Pages

    | A) 2.22 J/g oC B) 0.158 J/g oC C) 1.78  104 J/g oC D) 0.234 J/g oC E) 0.450 J/g oC…

    • 1884 Words
    • 8 Pages
    Satisfactory Essays
  • Powerful Essays

    EGR 315 Final Paper

    • 2079 Words
    • 9 Pages

    The shear stress distributing in a beam depends on how Q/b varies as a function of y1. For a beam with a rectangular cross sectional area, subjected to a shear force V and a bending moment M. as a result of the bending moment a normal stress is developed on a cross section, which is compression above the neutral axis and it is tension below the neutral axis. To investigate the shear stress at a distance y1 above the neutral axis. Then dA=bdy, so equation 2 becomes…

    • 2079 Words
    • 9 Pages
    Powerful Essays
  • Satisfactory Essays

    Practice Quiz

    • 5122 Words
    • 42 Pages

    pA < pB , KA = KB 3. pA < pB , KA < KB 4. pA > pB , KA > KB kg µ= 4. The balloon does not move. 0 30◦ 5.…

    • 5122 Words
    • 42 Pages
    Satisfactory Essays
  • Satisfactory Essays

    1. Compute the elasticities for each independent variable. Note: Write down all of your calculations.…

    • 517 Words
    • 2 Pages
    Satisfactory Essays
  • Satisfactory Essays

    Kilogram and Density

    • 1249 Words
    • 5 Pages

    a. 1.22 x 10-9 km = b. 6.523 x 10-4 nm = c. 2.5x 10-9 nm3 = d. 30.5 cm/s = e. 9.6 ng/mm2 =…

    • 1249 Words
    • 5 Pages
    Satisfactory Essays
  • Satisfactory Essays

    8

    • 372 Words
    • 2 Pages

    2. Write the formula for elasticity (hint: long formula on left side of the whiteboard).…

    • 372 Words
    • 2 Pages
    Satisfactory Essays
  • Satisfactory Essays

    BUS 446 Week 4 Assignment

    • 632 Words
    • 4 Pages

    Your supervisor has asked you to compute the elasticities for each independent variable. Assume the following values for the independent variables:…

    • 632 Words
    • 4 Pages
    Satisfactory Essays
  • Good Essays

    Answer 3: In this scenario it seems that the strain theory would apply. The strain…

    • 1795 Words
    • 8 Pages
    Good Essays
  • Satisfactory Essays

    Tension Force

    • 442 Words
    • 2 Pages

    (b) presure between B and A = P_B - P_A = hdg = (0.5 m - 0 m )(900)(9.8)= 4410 Pa…

    • 442 Words
    • 2 Pages
    Satisfactory Essays
  • Satisfactory Essays

    τ = shear force vx-area A εx= εy= εz = 0 Strain in rads. γxy= τxyG G =E2(1+v) G = τγ…

    • 536 Words
    • 3 Pages
    Satisfactory Essays
  • Good Essays

    Ders

    • 939 Words
    • 4 Pages

    The solid rod shown in the figure has a radius of 15 mm. If it is subjected to the loading shown, determine the principal stresses at the point B (Show the stresses on 3D elements at the point B).…

    • 939 Words
    • 4 Pages
    Good Essays
  • Satisfactory Essays

    Simple Interest

    • 697 Words
    • 5 Pages

    b) What formula or formulae did you use to solve the problem? (refer to the list of formulae below)…

    • 697 Words
    • 5 Pages
    Satisfactory Essays
  • Better Essays

    ii) A square bar of 20 mm x 20 mm in section is subjected to a bending moment of 1000 Nmm. Calculate the stress induced in the top and bottom fibres of the bar. What will be stress in the above fibres, if the bar is additionally acted upon by a tensile stress of 50 N/mm2 along the axis. (6 Marks)…

    • 925 Words
    • 4 Pages
    Better Essays
  • Good Essays

    • Principal stresses: (1) σ1 = meridional / longitudinal stress, acting along a meridian 0-0 axis. (2) σ2 = circumferential/ tangential/hoop stress, acting along parallel to 0-0 axis. (3) σ3 = radial stress acting stress, normal to 0-0 axis. • For thin wall, σ3 the p ), tensile strength of the material. The failure point in a simple tension is taken as the yield-point stress, σe’.…

    • 3614 Words
    • 15 Pages
    Good Essays

Related Topics