Discussion on Design Philosophy for Long Spans in Buildings and Bridges by J. Bobrowski

While the paper provides a valuable contribution, particularly by demonstrating the potential advantage of the system in increasing flexural stiffness although making only a modest contribution to ultimate flexural capacity, we must draw attention to the recommendations of the Standing Committee on Structural Safety on the subject.

Floors in existing mill buildings Mr C. P. Pountney of Edgmond, near Telford, has taken up the problem raised in January by Mr R. J. Rhodes of how to obtain integral action between steel beams and brick arch floors supported by them. He writes: Referring to Mr Rhodes' letter on strengthening existing steel joist/brick arch floors by a form of composite concrete-steel section construction, and in particular the steel section-concrete interaction, the following alternatives can be easily used and computed. Verulam

It is the responsibility of the Senior Partner or Managing Director of abusiness enterprise, not of a member of middle management, to design and ensure the effective implementation of an appropriate training programme. All too often the responsibilities for matters relating to training of new recruits or existing members of staff are entrusted to an enthusiastic volunteer who is rarely given the appropriate authority, let alone resources to implement a programme of training. In most organisations the subject of training is well supported by management until the moment arises for them to nominate a member of their staff to go on a course. It is then that support for training rapidly converts to a barrage of excuses why the proposed candidate for training cannot be released. D.H. Stanger