Design of Machine Members Subjected to Direct Stress

1. Introduction

Machine members subjected to direct stress experience forces acting perpendicular (normal) or parallel (shear) to the cross-sectional area.

  • Direct Stress = Force applied uniformly over a cross-section
  • Common in structural and machine components like rods, bolts, columns, plates

2. Types of Direct Stress

(A) Tensile Stress

  • Caused by pulling forces
  • Tends to elongate the member

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(B) Compressive Stress

  • Caused by pushing forces
  • Tends to shorten the member

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(C) Shear Stress

  • Force acts parallel to the cross-section
  • Causes sliding between layers

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3. Basic Stress Formula

σ=FA\sigma = \frac{F}{A}σ=AF​

Where:

  • σ\sigmaσ = Normal stress
  • FFF = Applied force
  • AAA = Cross-sectional area

For shear stress:τ=FA\tau = \frac{F}{A}τ=AF​

4. Strain and Hooke’s Law

Strain=Change in lengthOriginal length\text{Strain} = \frac{\text{Change in length}}{\text{Original length}}Strain=Original lengthChange in length​ σ=Eε\sigma = E \cdot \varepsilonσ=E⋅ε

Where:

  • EEE = Young’s modulus

5. Design Considerations

(A) Factor of Safety (FOS)

FOS=Ultimate stressWorking stress\text{FOS} = \frac{\text{Ultimate stress}}{\text{Working stress}}FOS=Working stressUltimate stress​

  • Ensures safe design
  • Depends on material and loading conditions

(B) Working Stress

σworking=σultimateFOS\sigma_{working} = \frac{\sigma_{ultimate}}{\text{FOS}}σworking​=FOSσultimate​​


6. Design of Members in Tension

Examples

  • Tie rods
  • Bolts
  • Chains

Design Condition

A=FσallowableA = \frac{F}{\sigma_{allowable}}

Failure Modes

  • Yielding
  • Fracture

7. Design of Members in Compression

Examples

  • Columns
  • Struts

Short Columns

  • Fail by crushing

σ=FA\sigma = \frac{F}{A}σ=AF​

Long Columns

  • Fail by buckling (Euler’s theory)

8. Design of Bolts and Fasteners

Bolt in Tension

σt=FAt\sigma_t = \frac{F}{A_t}σt​=At​F​

Bolt in Shear

τ=FAs\tau = \frac{F}{A_s}τ=As​F​

Types of Loading

  • Direct tensile load
  • Shear load
  • Combined loading

9. Design of Cotter and Knuckle Joints

Cotter Joint

  • Used for axial loads
  • Failure modes:
    • Shear of cotter
    • Crushing

Knuckle Joint

  • Used for tensile loads
  • Failure modes:
    • Shear
    • Bending
    • Crushing

10. Stress Concentration

  • Occurs near:
    • Holes
    • Notches
    • Sudden changes in section

Reduction Methods

  • Fillets
  • Smooth transitions

11. Materials for Direct Stress Members

  • Mild steel
  • Alloy steel
  • Aluminum alloys

12. Key Design Steps

  1. Determine applied load
  2. Select material
  3. Choose factor of safety
  4. Calculate allowable stress
  5. Determine required cross-section
  6. Check for failure modes

13. Applications

  • Structural members
  • Machine frames
  • Fasteners and joints
  • Pressure vessels

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