Aluminium Design and Construction John Dwight

10.3.2 Inertias for a section with no axis of symmetry
10.3.3 Product of inertia
10.3.4 Inertia of the effective section
10.3.5 Elastic section modulus
10.3.6 Radius of gyration
10.4 Torsional section properties
10.4.1 The torque-twist relation
10.4.2 Torsion constant, basic calculation
10.4.3 Torsion constant for section containing ‘lumps’
10.4.4 Polar inertia
10.4.5 Warping factor
10.4.6 Special LT buckling factor
10.5 Warping calculations
10.5.1 Coverage
10.5.2 Numbering the elements
10.5.3 Evaluation of warping
10.5.4 Formula for the warping factor
10.5.5 Bisymmetric and radial-symmetric sections
10.5.6 Skew-symmetric sections
10.5.7 Monosymmetric sections, type 1
10.5.8 Monosymmetric sections, type 2
10.5.9 Asymmetric sections
11 Joints
11.1 Mechanical joints (non-torqued)
11.1.1 Types of fastener
11.1.2 Basic checking procedure
11.1.3 Joints in shear, fastener force arising
11.1.4 Joints in shear, fastener resistance
11.1.5 Joints in shear, member failure
11.1.6 Joints in tension, fastener force arising
11.1.7 Joints in tension, fastener resistance
11.1.8 Interaction of shear and tension
11.1.9 Comparisons
11.1.10 Joints made with proprietary fasteners
11.2 Mechanical joints (friction-grip)
11.2.1 General description
11.2.2 Bolt material
11.2.3 Ultimate limit state (shear loading)
11.2.4 Serviceability limit state (shear loading)
11.2.5 Bolt tension and reaction force
11.2.6 Slip factor
11.2.7 Serviceability factor
11.3 Welded joints
11.3.1 General description
11.3.2 Basic checking procedure
Copyright 1999 by Taylor & Francis Group. All Rights Reserved.