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A platform for research: civil engineering, architecture and urbanism
Leaning tower supports stayed Truss span
Site geology dictated asymmetrical support; main span is supported and laterally braced at tower by crossbeam; tower itself is held 20° from vertical by two backstay cables anchored in abutment; abutment in turn is anchored by 20 post-tensioned, high-tensile, steel cables concreted into rock 70 ft below ground; procedures for lifting and setting truss sections.
Leaning tower supports stayed Truss span
Site geology dictated asymmetrical support; main span is supported and laterally braced at tower by crossbeam; tower itself is held 20° from vertical by two backstay cables anchored in abutment; abutment in turn is anchored by 20 post-tensioned, high-tensile, steel cables concreted into rock 70 ft below ground; procedures for lifting and setting truss sections.
Leaning tower supports stayed Truss span
Eng News-Rec
Engineering News-Record ; 178
1967
2 pages
Article (Journal)
English
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