Structural Engineering: Stress and Strain Concepts

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Questions and Answers

What does Euler's formula primarily address in relation to columns?

  • The safe load on a column under varying environmental conditions
  • The relationship between stress and strain in materials
  • The critical load and buckling of columns with hinged ends (correct)
  • The effect of lateral forces on structural integrity

Which parameter is essential for determining the equivalent length of a column?

  • End conditions of the column (correct)
  • Cross-sectional area
  • Material elasticity
  • Length of the column

Rankine's formula incorporates which primary factors when calculating the safe load on a column?

  • Material density and cross-sectional shape
  • Critical load and short column effects
  • Elastic modulus and column dimensions
  • Length, moment of inertia, and load type (correct)

In eccentrically loaded columns, which type of stresses must be analyzed?

<p>Bending stresses and direct stresses (A)</p> Signup and view all the answers

What does the concept of critical load refer to in the context of column stability?

<p>The load at which a column becomes unstable and buckles (C)</p> Signup and view all the answers

What is the primary purpose of constructing shear force and bending moment diagrams for beams?

<p>To facilitate the comprehension of internal forces in beams (B)</p> Signup and view all the answers

Which aspect is critical in understanding column behavior?

<p>Analysis of axial and eccentric loading effects (D)</p> Signup and view all the answers

What does critical load determination in columns involve?

<p>Identifying the point at which a column will experience buckling (A)</p> Signup and view all the answers

The flexure formula is primarily used to calculate which of the following?

<p>The stress in a beam under bending (D)</p> Signup and view all the answers

What is one implication of eccentric loading on a column?

<p>It can lead to premature buckling of the column (B)</p> Signup and view all the answers

In the analysis of shear force and bending moment diagrams, which factor is least likely to be affected?

<p>The environmental conditions surrounding the beam (B)</p> Signup and view all the answers

Which method is essential when determining the axial and eccentric loading effects on columns?

<p>Assessing the buckling modes of the column (D)</p> Signup and view all the answers

What does the mastery of shear force and bending moment diagrams help engineers accomplish?

<p>Facilitate understanding of force distributions along beams (C)</p> Signup and view all the answers

What is the primary assumption made in the theory of simple bending?

<p>The material of the beam is isotropic and homogeneous. (A), The beam does not undergo any shear deformation. (D)</p> Signup and view all the answers

Which of the following correctly represents the flexure formula for bending stress?

<p>σ = My/I (A)</p> Signup and view all the answers

What is the effect of a uniformly distributed load on the bending moment diagram of a simply supported beam?

<p>It creates a parabolic bending moment diagram. (D)</p> Signup and view all the answers

In the context of shear stresses in beams, what does the shear stress formula derive from?

<p>Force equilibrium principles (D)</p> Signup and view all the answers

What are the characteristics of the maximum shear stress distribution in a rectangular cross-section beam?

<p>Triangular distribution with maximum at the neutral axis. (A)</p> Signup and view all the answers

In the derivation of the flexure formula, what does 'I' in the formula σ = My/I represent?

<p>Moment of inertia of the beam's cross-section (A)</p> Signup and view all the answers

Which of the following factors does NOT directly influence the buckling load of a column?

<p>Column temperature (B)</p> Signup and view all the answers

What is typically assumed about a beam when analyzing bending stresses?

<p>It remains elastic throughout the loading process. (D)</p> Signup and view all the answers

Flashcards

Critical Load

The minimum axial load that causes a column to buckle.

Euler's Formula

A formula to calculate the buckling load of a column with hinged ends.

Equivalent Length

An adjusted length of a column to account for different end conditions during buckling analysis.

Eccentrically Loaded Column

A column subjected to a load not acting through its centroid (center of gravity).

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Rankine's Formula

An empirical formula used to calculate the safe load on a column, considering both buckling & compressive strength.

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Shear Force Diagram

A graphical representation of the shear force distribution along a beam.

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Bending Moment Diagram

A graphical representation of the bending moment distribution along a beam.

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Internal Forces in Beams

The forces and stresses acting within a beam, including shear and moments, resisting external loads.

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Column Critical Load

The maximum load a column can support before buckling.

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Column Behavior

How columns react to different loads, including buckling and stability issues.

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Axial Loading

Loading applied directly along the longitudinal axis of a column or member.

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Eccentric Loading

Loading applied at a point offset from the longitudinal axis of a member, causing bending.

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Competent Construction

Successfully constructing beam and column analyses for accurate stress determination

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Shear Force & Bending Moment

Diagram relationship to loading intensity.

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Shear Stress Formula

Calculation of shear stress in beams from load & cross-section.

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Flexure Formula

How bending stress relates to load, material and cross-section.

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Shear Stresses in Beams

Internal shear forces causing stress in beam cross-section.

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Bending Stresses in Beams

Stress due to bending moment in a beam.

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Moment of Resistance

Cross-section's ability to resist bending moment.

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Study Notes

Course Objective

  • The course helps students understand stress, strain, and their relationship to external loads and internal forces, leading to body deformation.
  • It enables students to create diagrams for shear force and bending moment.
  • It's foundational for further structural engineering studies.

Course Outcomes

  • Students gain proficiency in stress and strain analysis of structures under various load conditions for accurate design.
  • Students master the construction of shear force and bending moment diagrams to understand internal forces in beams.
  • Students gain mastery of column behavior, including critical load analysis under axial and eccentric loading.
  • Students understand torsional stresses in shafts for designing resilient systems.
  • Students can identify principal stresses and strains for predicting material failure and ensuring structural safety.

Course Content

UNIT I: Simple Stresses and Strains

  • Introduces stress and strain concepts.
  • Covers stress-strain diagrams, axial stress, linear, lateral, and volumetric strain.
  • Explores elastic constants and relations.
  • Discusses stresses and strains due to temperature changes.
  • Analyses stresses and strains in determinate and indeterminate structures under load and temperature variations.

UNIT II: Shear Force and Bending Moment Diagram

  • Defines shear force and bending moment.
  • Shows the relationship between them and loading.
  • Covers diagrams for various beams and loading scenarios.
  • Explains how to derive bending moment and loading from shear force diagrams.

UNIT III: Shear and Bending Stresses

  • Focuses on shear stresses in beams.
  • Explains the concept of shear, its distribution, and formulas.
  • Derives shear stress formulas for various cross-sections.
  • Determines maximum and average shear stress in circular and rectangular sections.
  • Discusses bending stresses in beams, simple bending theory, flexure formula, and moment of resistance.

UNIT IV: Axially and Eccentrically Loaded Columns

  • Covers axially loaded columns, critical load, and buckling.
  • Explains Euler's formula for hinged ends and equivalent length for various conditions.
  • Includes Rankine's formula for safe column load.
  • Examines direct and bending stresses in short columns and structural components under eccentric loads, including lateral forces and self-weight.

UNIT V: Torsion of Circular Shafts and Principal Stresses and Strains

  • Covers torsion of circular shafts, theory of torsion, and torsion formula.
  • Analyzes stresses, strains, and deformations in solid and hollow shafts under twisting moments.
  • Discusses power transmitted by shafts.
  • Focuses on principal stresses, normal and shear stresses on oblique planes, principal planes, magnitude, and orientation of principal stresses, and maximum shear stress.

Assessment

  • Internal theory examination (50 marks)
  • External theory examination (50 marks)
  • Internal lab examination (--)
  • External lab examination (--)
  • Final marks are 100.

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