CHAPTER A6 - TORSION STRESSES AND DEFLECTION

• 6.1 Introduction
• 6.2 Torsion of Members with Circular Cross-Sections
• 6.3 Transmission of Power by a Cylindrical Shaft
• 6.4 Torsion of Members with Non-Circular Cross-Sections
• 6.5 Elastic Membrane Analogy
• 6.6 Torsion of Open Sections Composed of Thin Plates
• 6.7 Torsion of Solid Non-Circular Shapes and Thick-Walled Tubular Shapes
• 6.8 Torsion of Thin-Walled Closed Sections
• 6.9 Expression for Torsional Moment in Terms of Internal Shear Flow Systems for Multiple-Cell Closed Sections
• 6.10 Distribution of Torsional Shear Stresses in a Multiple-Cell Thin-Walled Closed-Section: Angle of Twist
• 6.11 Stress Distribution and Angle of Twist for 2-Cell Thin-Walled Closed Section
• 6.12 Example Problems of Torsional Stresses in Multiple-Cell Thin-Walled Tubes
• 6.13 Example 3: Three-Cell Tube
• 6.16 Torsion of Thin-Walled Cylinders Having Closed Type Stiffeners
• 6.17 Effect of End Restraint on Members Carrying Torsion
• 6.18 Example Problems Illustrating Effect of End Restraint on a Member in Torsion
• 6.19 Problems

CHAPTER A13 - BENDING STRESSES

• 13.0 Introduction
• 13.1 Location of Neutral Axis
• 13.2 Equations for Bending Stress, Homogeneous Beams, Stresses Below Proportional Limit Stress
• Review
  • 3.8 Product of Inertia
  • 3.10 Parallel Axis Theorem
• 13.5 Method 3: Stresses from Moments, Section-Properties, and Distances Referred to Any Pair of Rectangular Axes Through the Centroid of the Section
• 13.9 Bending Stresses in Beams with Non-Homogeneous Sections, Stresses Within the Elastic Range
• 13.10 Bending Stresses of Homogeneous Beams Stressed Above the Elastic Limit Stress Range
• 13.11 Curved Beams: Stresses within the Elastic Range
• 13.12 Problems

CHAPTER A14 - BENDING SHEAR STRESSES - SOLID AND OPEN SECTION: SHEAR CENTER

• 14.1 Introduction
• 14.2 Shear Center
• 14.3 Derivation of Formula for Flexural Shear Stress
• 14.4 Example Problems: Symmetrical Sections
• 14.5 Maximum Shear Stresses for Simple Cross-Sections
• 14.6 Derivation of Flexural Shear Flow Equation. Symmetrical Beam Section
• 14.7 Shear Stresses and Shear Center for Beam Sections with One Axis of Symmetry
• 14.8 Shear Stress for Unsymmetrical Beam Sections
• 14.9 Beams with Constant Shear Flow-Webs
• 14.10 Example Problems for Beams with Constant Shear Flow Between Flange Members
• 14.12 Problems

CHAPTER A15 - SHEAR FLOW IN CLOSED THIN - WALLED SECTIONS

• 15.1 Introduction
• 15.2 Single Cell Beam: Symmetrical About One Axis
• 15.3 Single Cell - Two Flange Beam. Constant Shear Flow Webs
• 15.4 Shear Center of Single Cell - Two Flange Beam
• 15.5 Single Cell - Three Flange Beam. Constant Shear Flow Webs
• 15.6 Shear Center of Single Cell - Three Flange Beam. Constant Shear Flow Webs
• 15.7 Single Cell - Multiple Flange Beams. One Axis for Symmetry
• 15.8 Single Cell - Unsymmetrical - Multiple Flange
• 15.9 Two Cell - Multiple Flange Beams. Symmetrical About One Axis
• 15.10 Three-Cell - Multiple Flange Beams. Symmetrical About One Axis
• 15.16 The Determination of the Flexural Shear Flow Distribution by Considering the Changes in Flange Loads (The DP Method)
• 15.17 Example Problem to Compare Results in Using Equations (1) and (3)
• 15.18 Shear Flow in Tapered Sheet Panel
• 15.19 Example Problem of Shear Flow in Tapered Multiple Flange Single Cell Beam
• 15.20 Problems

CHAPTER A16 - MEMBRANE STRESSES IN PRESSURE VESSELS

• 16.1 Introduction
• 16.2 Membrane Equations of Equilibrium
• 16.3 Application to Simple Pressure Vessels
• 16.5 Special Problems in Pressurized Cabin Stress Analysis

To TuPAS, Tutorial Page of Aerospace Structures

To Directory of M. Rais-Rohani's Teaching Activities

The date of last revision: