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A platform for research: civil engineering, architecture and urbanism
Design procedure for simply supported steel beams making possible utilization of statically indeterminate composite action and favorable initial stress distribution to strengthen available beam sections; variation of Queen Post truss with pretensioned tie rod is studied and weight savings of over 30% demonstrated by example design; techniques based entirely on elastic considerations.
Design procedure for simply supported steel beams making possible utilization of statically indeterminate composite action and favorable initial stress distribution to strengthen available beam sections; variation of Queen Post truss with pretensioned tie rod is studied and weight savings of over 30% demonstrated by example design; techniques based entirely on elastic considerations.
Prestressed truss-beams
Am Soc Civ Engrs -- Proc (J Structural Div)
Barnett, R.L. (author)
1957
22 pages
Article (Journal)
English
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