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The paper attempts briefly to record and describe the construction of this unique combination of structure and machine, and the care and attention provided over the years to produce, in the opinion of the authors, a regeneration of the best known bridge in the world, now approaching its centenary. L.W. Groome, W.I. Halse, E.M. Longton and D.L. Stephens
Box spine-beam bridges in prestressed concrete have become a widely used form of construction for spans in the range 20 m to 150 m. However, if inclined webs are adopted with prestressing tendon profiles parallel to those webs, the effects of longitudinal prestressing can give rise to significant transverse forces in the top and bottom slabs. R.M. Spiller, R.E. Kromolicki and M.I. Danglidis
Mr Robert Siggs (M): I wholeheartedly agree with Mr Tietz’s statement ‘good building is achieved when good design is well executed’, but let us examine this statement in greater detail. Good structural design is, hopefully, achieved by every member of our institution but, in practice, how good are we? Some of us make arithmetical errors, some of us omit details on drawings, and (dare I say) some of us make errors of judgment. Remember that very small box in the corner of our calculation sheets and drawings marked ‘checked by’? How often is it signed? Not often. Our good design is, hopefully, well executed on site by builders but, in practice, how good are they? Damp-proof courses are omitted, brickwork is not properly bonded, and reinforcement is misplaced. Who discovers these shortcomings, structural engineers, other professionals perhaps? I shall return to who later.