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Flexible Circular Frames Supported by a Shell : Direct Forces in a Frame Due to Concentrated Tangential Loads

Flexible Circular Frames Supported by a Shell : Shear Forces in a Frame Due to Conentrated Radial Loads

Average and Edge Stresses for Thin Flat Aluminium Alloy Plates in Compression : Amendment A

Information on the Use of Data Sheets 01.06.

Flexible Circular Frames Supporting a Shell : Displacements Due to Concentrated Loads and Couples : Amendment A

Estimation of the Initial Buckling Stress Under Uniaxial Compression of a Skin with Integral Unflanged Stiffeners : Amendment B

Flexible Circular Frames Supported by a Shell. Moments in a Frame Due to Concentrated Couples

Flexible Circular Frames Supported by a Shell : Direct Forces in a Frame Due to Concentrated Radial Loads

Buckling Stress Coefficients for Flat Plates Tapered in Plan, Under Compression

Method of Calculating Stress Distribution in a Reinforced Symmetrical Shell Under Bending : Amendment A

Radial Deflections of Circular Frame Due to Concentrated Loads and Couples : Amendment A

Form Factors for Flanged Sections Under Combined Bending and Axial Load

The Strength of Struts : Amendment C

Buckling Stress Coefficients for Curved Plate Sin Shear Circumferential Length Exceeding Axial Length, Edges Simply-supported

Estimation of the Initial Buckling Stress Under Uniaxial Compression of a Corrugated Sandwich Panel : Amendment B

Moments in Circular Frame Due to Conentrated Loads and Couples : Amendment A

Bending Moment in Elliptical Frames Due to Internal Pressure : Amendment A

Flexural Properties of Stringer Sections (Lipped and Unlipped Angles, Channels and Z-sections)

Strength of Stringers in Panel in Compression : Amendment A

Flexible Circular Frames Supporting a Shell : Shear Flow from Shell to Frame Due to Concentrated Loads and Couples

Diffusion of Loads into Flat Uniform Panels : Amendment A

Flexible Circular Frames Supported by a Shell : Shear Forces in a Frame Due to Tangential Loads

Information on the Use of Data Sheets 03.06

Loads in Circular Frames Due to Symmetric Floor Loading.

Torsion and Secondary Warping Constants for a Bulb Angle : Amendment A

Sandwich Panels with Corrugated Core and Equal Face Plates : Transverse Shear Stiffness : Amendment A

Direct Forces in Circular Frame Due to Concentrated Loads and Couples

Buckling Stress Coefficients for Parallelogram Shaped Panels in Continuous Flat Sheet Under Uniform Compression : Amendment A

Shear Centre of Circular Arc Section : Amendment A

Primary Warping Constant for Z-sections with Bulbs : Amendment A

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