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Questions and Answers
What is kinematics primarily concerned with?
Which unit is commonly used to measure force in the US?
Which type of force system has lines of action that intersect at a common point?
What is the primary difference between kinematics and kinetics?
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Which statement regarding the principle of transmissibility is correct?
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A rigid body is best described as:
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Which of the following accurately defines a coplanar force system?
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Which type of mechanics deals specifically with the effect of forces on mass and acceleration?
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What is the definition of static equilibrium?
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Which characteristic is NOT important when discussing a force?
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Which of the following best defines a resultant force?
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In a free body diagram, what does the sketch primarily illustrate?
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Which type of load is specifically associated with twisting actions?
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What does axial force represent?
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What are bending moments primarily associated with?
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Which of the following is NOT considered an external load?
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What is shear force primarily concerned with?
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What best describes the action and reaction forces according to Newton's third law?
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What is the formula for calculating stress?
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What occurs at the yield point in the stress-strain curve?
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Which of the following statements is true regarding the ultimate strength?
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What is allowable stress commonly based on?
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What is the purpose of studying the strength of materials?
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What does the elastic limit indicate?
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What is the correct definition of rupture strength?
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How is axial deformation characterized?
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What is a common method to determine yield strength in materials lacking a well-defined yield point?
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What does the stress-strain diagram represent?
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What do dead loads include in the context of structural loadings?
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Which of the following is an example of a movable load?
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What factor is NOT considered when evaluating allowable stress of columns?
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How does the application of live loads affect structural deformation?
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Which type of live load has a fixed magnitude and variable location?
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What is the minimum design dead load for 'Ceramic or quarry tile (20 mm) on 25 mm mortar bed' according to the provided guidelines?
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Under which condition does the increase in stress due to live load become significant?
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What is the main cause of flexural failure in beams?
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What characterizes buckling in structural members?
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Which statement best defines bending in a structural member?
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How does the modulus of elasticity affect material deformation?
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What is the relationship described by Hooke's Law?
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Which type of failure occurs due to insufficient shear resistance?
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What causes bending stress in a structural member?
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Which diagram illustrates different types of beam failures?
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Which phenomenon occurs gradually due to increasing axial load?
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Which type of stress is illustrated in the diagrams of the document?
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Study Notes
Structural Concepts
- Rigid body: A body whose parts are fixed relative to each other, simplifying analysis.
- Force: Causes a change in the body's state of motion; characterized by magnitude, line of action, and direction.
- Force system: Arrangement of forces acting on a body, classified as coplanar or non-coplanar.
- Types of force systems: Concurrent (lines of action intersect), parallel (lines of action are parallel).
- Principle of transmissibility: External effect of a force is constant regardless of application point along its line of action, but internal effects are dependent on the point of application.
Principles of Static Equilibrium
- Static Equilibrium: A body with balanced forces is at rest.
- Free body diagram: A sketch displaying forces exerted on a body, helping analyze equilibrium.
- Strength of materials: Studies the relationship between external loads and their internal effects on bodies.
- Types of external loads: Axial, twisting (torque), bending loads, and combinations.
Stress-Strain Relationships
- Stress: Force per unit area (S = P/A).
- Strain: Unit deformation.
- Proportional limit: The point where stress is directly proportional to strain (Hooke's Law).
- Elastic limit: Stress beyond which the material doesn't return to its original shape when unloaded.
- Yield point: Significant elongation without increased load, used for steel design.
- Yield Strength: For materials lacking a defined yield point, it's determined by the offset method.
- Ultimate stress/strength: Highest stress value the material can withstand.
- Rupture strength: Stress at failure (lower than ultimate in structural steel).
- Allowable stress: Limited to values below the proportional limit, often based on yield or ultimate strength divided by a factor of safety.
Types of Failure in Beams
- Flexural failure: Occurs when the load exceeds the beam's flexural capacity.
- Shear failure: Results from insufficient shear resistance between beam materials.
Bending and Buckling
- Bending: Caused by a transverse load perpendicular to the neutral axis, creating bending stress.
- Buckling: A sudden change in shape under axial load, occurring due to increasing axial load.
Hooke's Law - Axial Deformation and Modulus of Elasticity
- Modulus of elasticity: Measures a material's resistance to elastic deformation.
- Hooke's law: Describes the relationship between stress and strain in a material.
Structural Loadings
- Prevailing Design Load: Considers axial load, material overstressing, and buckling.
- Dead loads: Weight of the structure and permanently attached items.
- Minimum Design Dead Loads: Includes values for ceilings, acoustical boards, gypsum boards, coverings, insulation, floor finishes (e.g., cement, tile, terrazzo, wood).
- Movable loads: Loads that can be moved, often applied gradually (e.g., storage contents).
- Live loads: Loads varying in position, classified as movable and moving loads.
- Impact: Increase in stress due to rapid application of a load.
- Snow and ice loads: Considered movable, as they don't always cover the entire roof.
- Minimum Uniform Live Loads: Vary for different building types (e.g., hospitals, offices, schools).
- Minimum Roof Live Loads: Depend on roof slope.
Lateral Loads
- Wind loads: Important for large structures with open interiors.
- Soil pressure: Active pressure is about half of vertical pressure, while passive pressure is about four times the vertical pressure.
- Hydrostatic pressure: Loads on dams, tanks, calculated using hydraulic principles.
- Earthquake forces: Structures must be designed to withstand earthquake effects, especially horizontal accelerations.
- Centrifugal forces: Act on curved bridges, treated as moving loads.
- Longitudinal forces: Horizontal forces acting along the roadway (e.g., forces on a bridge).
Structural Forms
- Steel-cable structure: Efficient for carrying loads through tension.
- Flexible membrane: Carries loads by tension, similar to many cables side-by-side.
- Arch: Inverted cable structure, conforming to the equilibrium polygon based on the load.
- Shell: Membrane with flexural stiffness and strength (like an arched cable), often made of reinforced concrete.
- Planar truss or planar framework: Supports concentrated load with a two-member arch.
- Space framework: Supports three-dimensional structures, using a tetrahedral nucleus.
- Framed structure: Beams can be cantilevered or end-supported, commonly used in modern construction.
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Description
Module 1 - Structural Concepts (Atlas)