Description
Authors: | C. G. Clifton |
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Edition: | R4-90: 2000 |
Price: | PDF: Platinum Ordinary Member $144 Gold Associate Member $171 Non member $180 If you wish to purchase a hardcopy please email info@hera.org.nz |
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. |