Program Contents

PROGRAM CONTENTS

Chapter 1. PRINCIPLES of STATICS

1.1 Introduction.
1.2 Conventional Support Types.
1.3 Conventional Loading Types.
1.4 Calculation of Beam Reactions.
1.5 Method of Sections Approach to Internal Loads Analysis.
1.6 Axial, Shear, and Bending Moment Diagrams.
1.7 Principle of Superposition.
1.8 Reference Beam Formula Solutions.
1.9 Partial Degree of Restraint of Support Types.
1.10 Method of Joints Approach to Internal Loads Analysis.
1.11 Problem for Solution.

Chapter 2. AXIAL and BENDING MEMBERS

2.1 Introduction.
2.2 Axial Compression and Tension Stresses.
2.3 Bending of Beams in One Plane.
2.4 Method of Approximations Approach to the Analysis of Bending Members.
2.5 Axial and Bending Stresses of Beams That Bend in One Plane.
2.6 Member Forces.
2.7 Method of Transformations Approach to Bending of Beams of Dissimilar Materials.
2.8 Method of Transformations Approach to Combined Axial and Bending of Beams of Dissimilar Materials.
2.9 Axial and Bending Stresses of Beams That Bend in Two Different Planes.
2.10 Problem for Solution.

Chapter 3. CONNECTION ANALYSIS

3.1 Introduction.
3.2 Strength Criteria for Mechanically Fastened Connections.
3.3 Concentrically Loaded Connections.
3.4 Eccentrically Loaded Connections.
3.5 Important Remarks When Analyzing and Designing an Eccentrically Loaded Connection.
3.6 Analysis of a Fuselage Frame Splice Using Computer-Generated Output Loads.
3.7 Analysis of Connections Having Mechanical Fasteners Installed in Two Different Planes.
3.8 Problem for Solution.

Chapter 4. SHEARING STRESSES

4.1 Introduction.
4.2 Shearing Stresses (shear flow).
4.3 Maximum Shearing Stress of Common Aircraft Sections.
4.4 Interconnection Shearing Forces of Built-up Beams.
4.5 Problem for Solution.

Chapter 5. SHEAR and TENSION CLIP SUPPORTS

5.1 Introduction.
5.2 Design and Analysis of Shear Clip Supports.
5.3 Design and Analysis of Tension Clip Supports.
5.4 Prying Action of Tension Members.
5.5 Problem for Solution.

Chapter 6. CRIPPLING of COMPRESSION MEMBERS

6.1 Introduction.
6.2 Inter-Rivet Buckling of Compression Members.
6.3 Effective Sheet Areas of Built-up Sections in Compression.
6.4 Crippling of Built-up Sections in Compression.
6.5 Problem for Solution.

Chapter 7. COLUMN MEMBERS

7.1 Introduction.
7.2 Support End-Conditions and Standard Loading Types.
7.3 Flexural Instability Behavior of Columns.
7.4 Euler Columns.
7.5 Johnson-Euler Columns.
7.6 Problem for Solution.

Chapter 8. SHEAR-RESISTANT BEAMS

8.1 Introduction.
8.2 Edge-Support Conditions and Standard Loading Types of Flat Plate Members.
8.3 Instability Behavior of Plate Members.
8.4 Stability of Thin, Flat Plate Members in Compression, Shear, Bending, and Under Combined Loading Conditions.
8.5 Stability of Thin, Curved Sheets or Plates in Compression, Shear, and in Combined Compression and Shear.
8.6 Concepts and Theory of Tapered, Deep Beam Structures.
8.7 Problem for Solution.

Chapter 9. CUTOUTS and HOLE REINFORCEMENTS

9.1 Introduction.
9.2 Small, Circular Holes or Cutouts and Their Applications to Shear-Resistant Webs or Panels.
9.3 Small, Circular Holes or Cutouts Reinforced with Riveted Ring Doublers in Diagonal Tension-Field Webs.
9.4 Medium, Circular Holes or Cutouts in Shear-Resistant and Diagonal Tension-Field Webs or Panels.
9.5 Design and Analysis of Doors in Pressurized Aircraft.
9.6 Problem for Solution.