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The Compressive Instability of Hydraulic Jacks - Amendment A

Information on the Use of Data Sheets 01.06.

Form Factors for Circular Sections Under Combined Bending and Axial Load

Form Factors for Flanged Sections Under Combined Bending and Axial Load

Form Factors for Angle, Tee and Channel Sections Under Combined Bending and Axial Load

Criteria of Yielding and Failure

Average and Edge Stresses for Long Flat Plates in Compression for Different Edge Conditions

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

Buckling in Compression of Sheet Between Rivets - Amendment C

Inter-rivet Buckling Curves for Specific Materials - Amendment B

Buckling Stress Coefficients for Slightly Curved Plates with Clamped Edges - Amendment A

Average and Edge Stresses for Slightly Curved Plates with Clamped Edges in Compression with Initial Irregularities

Strength of Stringers in Panel in Compression - Amendment A

Nomogram for Strength of Stringers in Panel in Compression - Amendment A

Buckling Stress Coefficients for Flat Rectangular Plates in Compression : Edges Restrained Against Rotation-Antisymmetric Rotation - Amendment A

Average and Edge Stresses in Long Flat Rectangular Plates in Compression Under Varying Edge Conditions - Amendment A

Stiffness After Buckling : Flat Rectangular Plates in Compression - (Edges Simply-supported) - Amendment A

Information on the Use of Item No. 73007 (Struct 02.01.28) - Amendment B

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

Estimation of the Initial Buckling Stress Under Uniaxial Compression of a Skin with Z-section Stringers

Estimation of the Initial Buckling Stress Under Uniaxial Compression of a Skin with Top Hat Section Stringers - Amendment B

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

Buckling Stress Coefficients for Flat Parallelogram Plates Under Uniform Compression (All Edges Fixed Against Rotation)

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

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

Buckling Stress Coefficients for Flat Rectangular Plates Tapered in Thickness, Under Compression - Amendment A

Initial Buckling of Slightly Curved Plates Under Combined Longitudinal and Circumferential Direct Stress (All Edges Simply-supported)

Flat Panels in Shear. Buckling of Long Panels with Transverse Stiffeners - Amendment B

Buckling Stress Coefficients for Curved Plates in Shear Axial Length Exceeding Circumferential Length, Edges Simply-supported. - Amendment A

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

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