CE160
Syllabus Section 1 -- Syllabus is available on Course Canvas Page
Syllabus Section 5
McGraw-Hill Connect Registration Information
How to Start Your Own Consulting Firm by Joubin Pakpour
Homework Solutions
Homework #1
Homework #2
Homework #3
Homework #4
Homework #5
Homework #6
Homework #7
Homework #8
Homework #9
Homework #10
Homework #11
Quiz Solutions
Quiz #1 Solution
Quiz #2 Solution
Quiz #3 Solution
Review Material
Final Exam Review
Final Exam Pages 1-3
Lecture Modules
Chapter 3
160.3.1 Equations of Equilibrium
160.3.2 Analysis of 2D bodies FBD
160.3.3 Construction of FBD
160.3.4 2D Equilibrium Analysis Example
160.3.5 2-Force Members
160.3.6 Frame Example with a 2-Force Member
160.3.7 Frame Example with a 2-Force and 3-Force Member
160.3.8 General Determinacy of 2D Structures Narrated
160.3.9 General Stabiltity of 2D Structures Narrated
Chapter 4
160.4.1 2D Trusses
160.4.2 Determinacy of 2D Trusses Narrated
160.4.3 Stabiltity of 2D Trusses Narrated
160.4.4 Method of Joints (MOJ) Example Narrated
160.4.5 Zero Force Members Narrated
160.4.6 Method of Sections (MOS) Example Narrated
Chapter 5
160.5.1 2D V and M Diagram Example Narrated
160.5.2 Sign Converntion Narrated
160.5.3 Differential Relationships of w, V and M
160.5.4 2D V, M and F Diagram Example Narrated
Chapter 12
160.12.1 Influence Lines for Beams Narrated
160.12.2 Influence Lines for V and M Narrated
160.12.3 Influence Lines for Beams - Muller-Breslau Principle Narrated
160.12.3.1 Constructing an Influence Line Using Muller-Breslau Narrated
160.12.4 Using Influence Lines to Place Live Loads
160.12.5 Using Influence Lines Example Problem Narrated
160.12.6 Influence Lines for Trusses Narrated
Chapter 7
160.7.1 Engineering Beam Theory
160.7.2 Moment-Curvature Relationship, Pure Bending
160.7.3 Deflections Using Double Integration Narrated
Chapter 8
160.8.1 Virtual Work for Trusses
160.8.2 Truss with Joint Loads Virtual Work Example Narrated
160.8.3 Truss with Temperature Change Virtual Work
160.8.4 Truss with Temperature Change Virtual Work Example Narrated
160.8.5 General Form of Principle of Virtual Work
160.8.5A Truss with Support Settlement Example Narrated
160.8.6 Virtual Work for Beams and Frames
160.8.7.1 Virtual Work Beam Example (functions) Narrated
160.8.7.2 Virtual Work for Beams Example (tables) Narrated
160.8.8 Virtual Work Beam with Support Settlement Narrated
160.8.9 Virtual Work for Frames Example Narrated
Chapter 9
160.9.1 Inderminate Analysis - Force Method Narrated
160.9.2 Inderminate Analysis - Frame Example
Lab Notes
Lab 1
Statics Review Material
160.3.1 Equations of Equilibrium Narrated
160.3.2 Analysis of 2D bodies FBDNarrated
160.3.3 Construction of FBD Narrated
160.3.4 2D Equilibrium Analysis ExampleNarrated
160.3.5 2-Force Members Narrated
160.3.6 Frame Example with a 2-Force Member Narrated
Lab 2
Shear and Bending Moment Diagram Review Material
160.5.1R Narrated V and M Diagram Review
160.5.2 Sign ConventionNarrated
160.5.1 2D V and M Diagram ExampleNarrated
Lab 3
160.L3.1 Lab 3 CE 160 model building drawings
160.L3.2 Lab 3 Narrated Introduction to Structural Drawings
160.L3.3 Lab 3 Calcuatiing Tributary Area of Structural Members Narrated
Lab 4
Lab 5
Lab 6
160.L6.1 Lab 6
Lab 7
160.L7.1 Lab 7
Lab 8
160.12.1 Influence Lines for Beams Narrated
160.12.2 Influence Lines for V and M Narrated
160.12.3 Influence Lines for Beams - Muller-Breslau Principle Narrated
160.12.3.1 Constructing an Influence Line Using Muller-Breslau Narrated
Lab 9
160.L9.1 Lateral Force Resisting SystemsNarrated
160.L9.2 Seismic Base Shear Narrated
Lab 10
160.L10.1 Base Shear of CE160 Lab Building
Lab 11
160.L11.1 Lab 11 Review of matrix algebra
160.L11.2 Lab 11 NotesNarrated
Lab 12
160.L12.1 Virtual Work Narrated beam example Narrated frame example
Lab 13
160.L13.1 Lab 13 Inderminate Analysis - Force Method Narrated example