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
160.3.9 General Stabiltity of 2D Structures
Chapter 4
160.4.1 2D Trusses
160.4.2 Determinacy of 2D Trusses
160.4.3 Stabiltity of 2D Trusses
160.4.4 Method of Joints (MOJ) Example
160.4.5 Zero Force Members
160.4.6 Method of Sections (MOS) Example
Chapter 5
160.5.1 2D V and M Diagram Example
160.5.2 Sign Converntion
160.5.3 Differential Relationships of w, V and M
160.5.4 2D V, M and F Diagram Example
Chapter 12
160.12.1 Influence Lines for Beams
160.12.2 Influence Lines for V and M
160.12.3 Influence Lines for Beams - Muller-Breslau Principle
160.12.3.1 Constructing an Influence Line Using Muller-Breslau
160.12.4 Using Influence Lines to Place Live Loads
160.12.5 Using Influence Lines Example Problem
160.12.6 Influence Lines for Trusses
Chapter 7
160.7.1 Engineering Beam Theory
160.7.2 Moment-Curvature Relationship, Pure Bending
160.7.3 Deflections Using Double Integration
Chapter 8
160.8.1 Virtual Work for Trusses
160.8.2 Truss with Joint Loads Virtual Work Example
160.8.3 Truss with Temperature Change Virtual Work
160.8.4 Truss with Temperature Change Virtual Work Example
160.8.5 General Form of Principle of Virtual Work
160.8.5A Truss with Support Settlement Example
160.8.6 Virtual Work for Beams and Frames
160.8.7.1 Virtual Work Beam Example (functions)
160.8.7.2 Virtual Work for Beams Example (tables)
160.8.8 Virtual Work Beam with Support Settlement
160.8.9 Virtual Work for Frames Example
Chapter 9
160.9.1 Inderminate Analysis - Force Method
160.9.2 Inderminate Analysis - Frame Example
Lab Notes
Lab 1
Statics Review Material
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
Lab 2
Shear and Bending Moment Diagram Review Material
160.5.1R
160.5.2 Sign Convention
160.5.1 2D V and M Diagram Example
Lab 3
160.L3.1 Lab 3 CE 160 model building drawings
160.L3.2
160.L3.3 Lab 3 Calcuatiing Tributary Area of Structural Members
Lab 4
160.L4.1 Lab 4
Lab 5
160.L5.1 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
160.12.2 Influence Lines for V and M
160.12.3 Influence Lines for Beams - Muller-Breslau Principle
160.12.3.1 Constructing an Influence Line Using Muller-Breslau
Lab 9
160.L9.1 Lateral Force Resisting Systems
160.L9.2 Seismic Base Shear
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 Notes
Lab 12
160.L12.1 Virtual Work
Lab 13
160.L13.1 Lab 13 Inderminate Analysis - Force Method