10-1 Why Safety
10-2 What is Safety
10-3 Hazard, Risk, and Danger
10-4 Designer's Obligation
10-5 Human Factors/Ergonomics
10-6 Summary
Wednesday, January 30, 2013
Friday, January 25, 2013
11 - Minizing Engineering Effort
11-1 Introduction
11-2 Reducing The Number of Experiments
11-3 Similitude
11-4 Optimality
11-5 Quadrature
11-6 Cheaking
11-2 Reducing The Number of Experiments
11-3 Similitude
11-4 Optimality
11-5 Quadrature
11-6 Cheaking
Sunday, January 20, 2013
12 - Strength under Static Circumstances
12-1 Permissible Stresses and Strains
12-2 Theory of Static Failure
12-3 Stress Concentration
12-4 Fracture Mechanics
12-5 Non-ferrous Metals
12-6 Stochastic Considerations
12-2 Theory of Static Failure
12-3 Stress Concentration
12-4 Fracture Mechanics
12-5 Non-ferrous Metals
12-6 Stochastic Considerations
Tuesday, January 15, 2013
13 - Strenght under Dynamics Conditions
13-1 Testing Methods and Presentation of Results
13-2 SN Diagram for Sinusoidal and Random Loading
13-3 Fatigue-Strength Modification Factors
13-4 Fluctuating Stress
13-5 Complicated Stress-Variation Patterns
13-6 Strength at Critical Locations
13-7 Combined Loading
13-8 Surface Fatigue
13-2 SN Diagram for Sinusoidal and Random Loading
13-3 Fatigue-Strength Modification Factors
13-4 Fluctuating Stress
13-5 Complicated Stress-Variation Patterns
13-6 Strength at Critical Locations
13-7 Combined Loading
13-8 Surface Fatigue
Thursday, January 10, 2013
14 - Fundamental of Arc Welding
14-1 Definitions and Terminology
14-2 Basic Welding Circuit
14-3 Arc Shielding
14-4 Nature of the Arc
14-5 Overcoming Current Limitations
14-6 Commericial Arc-Welding Processes
14-7 Arc-Welding Consumables
14-8 Design of Welded Joints
14-9 Codes and Specifications for Welds
14-2 Basic Welding Circuit
14-3 Arc Shielding
14-4 Nature of the Arc
14-5 Overcoming Current Limitations
14-6 Commericial Arc-Welding Processes
14-7 Arc-Welding Consumables
14-8 Design of Welded Joints
14-9 Codes and Specifications for Welds
Saturday, January 5, 2013
15 - Instabilities in Beams and Columns
15-1 Euler's Formula
15-2 Effective Length
15-3 Generalization of the Problem
15-4 Modified Buckling Formulas
15-5 Stress-Limiting Criterion
15-6 Beam-Column Analysis
15-7 Approximate Method
15-8 Instability of Beams
15-2 Effective Length
15-3 Generalization of the Problem
15-4 Modified Buckling Formulas
15-5 Stress-Limiting Criterion
15-6 Beam-Column Analysis
15-7 Approximate Method
15-8 Instability of Beams
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