Issue 3

In every beam there are three principal elements that must be taken care of in the design before the beam can be considered properly designed or safe. Edward Godfrey

Papers are to be read dealing with the metallurgical and electrical industries, aeronautics, &C., and excursions made to the "Usine de Gennevilliers de L’Union d’Electricitk,” to the “Conservatoire National des Arts et Metiers,” and to the Eiffel Tower, &C. W. E. W.

The conflict between theory and practice in structural engineering. This supposed conflict is one of the perennial subjects for discussion, and some people believe that it is useless constantly to be arguing over the matter because the champions of the two points of view approach the subject from different avenues and will not give way in the least to each other.

We record with much regret the death of our first President, the Earl of Plymouth.

The first meeting, since its inauguration, of the newly formed Western Counties branch of the Institution of Structural Engineers was held on Saturday afternoon, 24th February, 1923, at Bristol University. This was preceded by a visit of inspection to the new buildings of the University in course of erection. The members and a number of friends, making a party of about 50, assembled at the top of Park Street, and by the kind permission of the architects, Messrs. Oatley and Lawrence, were conducted over the new buildings, and were able to see the progress that has been made, and were furnished with a number of particulars that might also be of interest to the members generally. The new buildings lie to the south of the earlier buildings of the University, and are grouped around a Quadrangle at the back, and a forecourt in the front towards Queen’s Road. The most prominent feature from the street is the tower, which has at present reached rather over a third of its ultimate height. The main entrance is in the base of the tower, and leads immediately into the entrance hall (75 ft. high to the fan vaulting) from which rise two parallel flights of stairs of easy ascent leading directly to the great hall, approached through a wide vestibule or crush space at the top of the stairs. This vestibule is to be vaulted in stone upon the same principle as the entrance hall. The body of the great hall measures 100 ft. by 50 ft. It is covered by a hammer beam roof of English oak, now in course of construction, and is provided with a recessed orchestra at its northern end and two superimposed recessed galleries at the opposite extremity.