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HERA Report R4-90: Draft for development : rev 2: design procedure for the inelastic floor system

HERA Report R4-90: 2000. This report presents a draft design procedure to dependably account for the inelastic reserve of strength available from the floor and frame of a typical multi-storey steel framed building with composite floors, in which the floor support beams are not protected against fire, but the supporting columns are protected.

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Authors: C. G. Clifton
Edition: R4-90: 2000
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Abstract: This report presents a draft design procedure to dependably account for the inelastic reserve of strength available from the floor and frame of a typical multi-storey steel framed building with composite floors, in which the floor support beams are not protected against fire, but the supporting columns are protected.