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Our Christmas test We wonder how many readers were puzzled with the problem set in this column last month. As we said at the time, the problem came from Martin Ashmead, and we now publish his letter: While checking steelwork calculations a few weeks ago, I came across a solution to a bracing bay configuration that amazed me. The framework was determined by the need for a door to be installed in a traditionally braced bay, i.e. diagonal bracing node point being raised from the foot of the column to a point above the door opening. Verulam