A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Testing post-tensioned slab and beam without grouting
Two industrial building post tensioned members were tested in laboratories at University of Mississippi; one was 5 ft × 30 ft × 11 ft roof channel slab, and other was 25 ft long roof girder; wire units were coated with mastic, and were not grouted in; end anchorages are steel plate shims; load vs deflection curves were plotted and cracking and ultimate loads were noted.
Testing post-tensioned slab and beam without grouting
Two industrial building post tensioned members were tested in laboratories at University of Mississippi; one was 5 ft × 30 ft × 11 ft roof channel slab, and other was 25 ft long roof girder; wire units were coated with mastic, and were not grouted in; end anchorages are steel plate shims; load vs deflection curves were plotted and cracking and ultimate loads were noted.
Testing post-tensioned slab and beam without grouting
Am Soc Civ Engrs -- Proc (J Structural Div)
Sherman, Z. (author)
1957
17 pages
Article (Journal)
English
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