Statics and dynamics form the backbone of structural analysis in civil engineering. They help us understand how forces act on structures at rest and in motion, crucial for designing safe and efficient buildings and bridges.
These principles allow engineers to calculate loads, stresses, and movements in structures. From simple beams to complex skyscrapers, statics and dynamics provide the tools to ensure our built environment can withstand the forces of nature and daily use.
Forces and Moments on Structures
Vector Properties and Representation
Top images from around the web for Vector Properties and Representation
12.1 Conditions for Static Equilibrium | University Physics Volume 1 View original
Is this image relevant?
8.5: Applications of Statics - Physics LibreTexts View original
Is this image relevant?
Applications of Statics, Including Problem-Solving Strategies | Physics View original
Is this image relevant?
12.1 Conditions for Static Equilibrium | University Physics Volume 1 View original
Is this image relevant?
8.5: Applications of Statics - Physics LibreTexts View original
Is this image relevant?
1 of 3
Top images from around the web for Vector Properties and Representation
12.1 Conditions for Static Equilibrium | University Physics Volume 1 View original
Is this image relevant?
8.5: Applications of Statics - Physics LibreTexts View original
Is this image relevant?
Applications of Statics, Including Problem-Solving Strategies | Physics View original
Is this image relevant?
12.1 Conditions for Static Equilibrium | University Physics Volume 1 View original
Is this image relevant?
8.5: Applications of Statics - Physics LibreTexts View original
Is this image relevant?
1 of 3
Forces characterized by magnitude, direction, and point of application
Represented graphically or mathematically as vectors
Moments calculated as cross product of force vector and position vector
Example: Moment of a 100 N force acting 2 m from a pivot point equals 200 N·m
Principle of transmissibility applies to rigid bodies
Force effect independent of point of application along its line of action
Analysis Tools and Techniques
Free-body diagrams visualize all external forces and reaction forces on structures
Example: Diagram of a simply supported showing applied loads and support reactions
Distributed loads simplified to equivalent point loads using centroids and centers of pressure
Example: Uniform load on a beam replaced by a single force at the beam's midpoint
Static equivalence replaces complex force systems with simpler, equivalent systems
Structural analysis determines internal forces (axial, shear, bending) and moments
Method of sections cuts through a structure to analyze internal forces
Method of joints analyzes forces at connection points in trusses
Equilibrium Conditions for Forces
2D and 3D Equilibrium Equations
achieved when sum of forces and moments equals zero
Expressed as ∑F=0 and ∑M=0
2D systems use three equations: ∑Fx=0, ∑Fy=0, ∑M=0 about any point
3D problems require six equations: ∑Fx=0, ∑Fy=0, ∑Fz=0, ∑Mx=0, ∑My=0, ∑Mz=0
Static determinacy occurs when unknown reactions equal independent equilibrium equations
Constraints and supports determine types of reactions in a system
Pin joints allow rotation but prevent translation
Roller supports permit translation in one direction
Fixed supports prevent both rotation and translation
Advanced Equilibrium Concepts
Principle of superposition breaks complex loading into simpler cases
Example: Analyzing a beam with both point and distributed loads separately, then combining results
Friction forces governed by Coulomb's law of friction
Crucial for problems involving inclined planes or impending motion
Static friction force Fs≤μsN, where μs coefficient of static friction and N normal force
Kinetic friction force Fk=μkN, where μk coefficient of kinetic friction
Impending motion analysis determines conditions just before movement occurs
Example: Determining angle at which a block on an incline begins to slide
Principles of Kinematics and Kinetics
Kinematics: Motion Description
Describes object motion without considering causing forces
Focuses on position, velocity, and acceleration
Rectilinear motion occurs along straight line
Curvilinear motion follows curved path
Kinematic equations for constant acceleration
v=v0+at
x=x0+v0t+21at2
v2=v02+2a(x−x0)
Projectile motion combines horizontal and vertical components
Example: Calculating range and maximum height of a ball thrown at an angle
Relative motion analysis compares movement in different reference frames
Example: Determining velocity of a passenger walking in a moving train relative to the ground
Kinetics: Forces and Resulting Motion
Relates forces to resulting motion, incorporating statics and kinematics concepts
Work, energy, and power fundamental to kinetics
Work equals force multiplied by displacement in force direction
of moving object KE=21mv2
Power equals work done per unit time
Work-energy principle states change in kinetic energy equals net work done on object
Conservation of energy principle crucial for problem-solving
Example: Analyzing roller coaster motion using conservation of mechanical energy
Newton's Laws for Dynamics Problems
Fundamental Laws and Applications
Newton's First Law introduces inertia concept
Objects remain at rest or unless acted upon by external force
Newton's Second Law relates force, mass, and acceleration: F=ma
Forms basis for many dynamics calculations
Example: Calculating force needed to accelerate a 1000 kg car from 0 to 100 km/h in 10 seconds
Newton's Third Law states every action has equal and opposite reaction
Crucial for understanding force pairs in dynamic systems
Example: Rocket propulsion relies on reaction force of expelled gases
Advanced Dynamics Concepts
Linear momentum p=mv and its conservation principle derived from Newton's laws
Essential for solving collision problems
Example: Analyzing momentum before and after collision of two objects
Angular momentum analogous to linear momentum for rotational motion
L=Iω, where I moment of inertia and ω angular velocity
Impulse-momentum relationships useful for impact and short-duration force scenarios
Impulse equals change in momentum: FΔt=mΔv
D'Alembert's principle transforms dynamics problems into equivalent static problems
Introduces inertial forces to bridge statics and dynamics
Example: Analyzing forces on elevator passengers during acceleration using an equivalent static system