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AD 423: Reduction in bending resistance due to high shear

When considering the resistance of cross sections under combined bending and high shear, (where the shear is equal to or exceeds half the plastic shear …

AD 420: Minimum values of shear and bending moment in beams with web openings

Table 3.1 of SCI publication P355 gives minimum values of co-existent shear and bending moment to be used at beam openings. This AD provides clarity on how …

The resistance of cross sections subject to shear and bending – theoretical analysis and practical design rules

Sections subject to both bending and shear have a reduced bending resistance where the shear force is greater than half the shear resistance. Richard Henderson …

AD 417: Resistance of sections to combined shear and bending

This Advisory Desk note reminds designers that the form of the section has a significant impact on the reduction of bending resistance under high shear. Clause …

Cast-in plates

Richard Henderson of the SCI discusses the design of plates cast into concrete to connect to steel beams and the forthcoming SCI design guide. Introduction It …

The local effects of beam cranks and long notches

Richard Henderson of the SCI considers the effects of accommodating building services on the shear in beam webs. In order to retain the accurate formatting of …

AD 382: Bending resistance and moment-shear interaction limits for longitudinally stiffened beams designed to EN 1993-1-5

In order to retain the accurate formatting of the equations in this advisory desk, this article is available as a pdf download only. Click here to download …

AD 373: Connections using preloaded bolts, subject to combined shear and tension

Queries have been raised regarding the verification of connections subject to combined shear and tension when using preloaded bolts, for connections designed …

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