| Date | Topic | 
  
    | TBD | Introduction to Finite Elements - History 
	and applications | 
  
    |  | Chapter 2 - Definition of the stiffness 
	matrix; applications for a simple spring element;and potential energy 
	approach to derive spring element equations.
 | 
	
    |  | Holiday - Labor Day  | 
	
    |  | Chapter 3 - Development of the stiffness matrix for a bar element 
	and transformation of global stiffness matrix for a bar arbitrarily oriented in a plane
 | 
	
    |  | Chapter 3 - Transformation 
	matrix for a bar in three-dimensions; inclined or skewed supports;and one-dimensional elastic rod using potential energy
 | 
	
    |  | Chapter 3 - One-dimensional elastic rod using Galerkin's method; symmetry and 
	bandwidth of bar 
	stiffness matrix
 | 
	
    |  | SAP2000  - Truss 
	analysis | 
	
    |  | 
	Chapter 4- Beam stiffness and example of 
	assemblage of beam stiffness equations andexamples using direct stiffness
 | 
	
    |  | 
	Chapter 4 - Distributed loadings; comparison of FE solution to exact solution; 
	beam element with nodal hinge; 
	potential energy approach to deriving beam
 equations; and Galerkin's method for deriving beam equations
 | 
	
    |  | 
	Chapter 5 - Two-dimensional arbitrarily oriented beam element for 
	frames andrigid frame examples
 | 
	
    |  | 
	Chapter 5 - Two-dimensional arbitrarily 
	oriented beam element for frames; rigid frame examples; and incline supports; and grid elements
 | 
	
    |  | 
	SAP2000 Introduction - Frame and grid 
	analysis | 
	
    |  | 
	Chapter 6 - 
	Development of the Plane Stress Element 
	(CST) | 
	
    |  | 
	Chapter 6 - 
	Development of the Plane Stress Element 
	(CST) - Problems | 
	
    |  | 
	Fall Break | 
	
    |  | Chapter 6 - 
	Development of the Plane Stress Element (Q4 
	element) Chapter 7 - Practical Consideration on Modeling
 Mid-Term Exam Assigned
 | 
	
    |  | Chapter 8 - Development of Linear-Strain Triangular Equations | 
	
    |  | Chapter 9 - Axisymmetric Elements | 
	
    |  | Chapter 9 - Axisymmetric Elements Chapter 10 - 
  	Isoparametric Formulation of the Bar and Q4 Elements
 | 
	
    |  | Chapter 10 - 
  	Newton-Cotes and Gaussian Quadrature | 
	
    |  | Chapter 10 - Isoparametric Formulations for a
  	Linear Strain Bar; Q6, Q8, Q9, and Q12 Elements | 
	
    |  | Chapter 12 - Plate Bending Elements | 
	
    |  | Chapter 12 - Using SAP2000 to analyze plate/shell problem | 
	
    |  | Chapter 16 - Dynamics analysis of SDOF systems | 
	
    |  | Chapter 16 - Dynamics analysis using bar, beam, frames, trusses, and 
	CST elements | 
	
    |  | SAP2000 to analyze structural dynamic problems Chapter 11 - Three-Dimensional Stress Analysis using tetrahedral and 
	hexahedral elements
 | 
	
    |  | Chapter 11 - Three-Dimensional Stress Analysis using tetrahedral and 
	hexahedral elements | 
	
    |  | Final Exam Dues |