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Two different manners in which we can minimize the
number of columns that come down to earth to
support the building above: |
Compressive arch
spanning the 'gap' below![]() Exchange House London 1990 by SOM http://som.com/content.cfm/broadgate_exchange_house Here's another example of an arch-supported structure spanning a void ![]() ![]() and here's the interior and digital model |
Catenary
suspension system spanning the 'gap' below![]() Federal Reserve Bank Minneapolis 1973 Gunnar Birkerts link to discussion on structural expression of catenary Another example of a building relying on a tensile system to create an almost column-free floor plan The Mantua Paper Mill in Italy by Luigi Nervi ![]() Link to another solution on how to span a large void, through Vierendeel trusses that use bending to resist loads, rather than pure compression or pure tension! Here's two examples in Montreal of the same system |
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....................... ![]() Facade detail showing compressive catenary arch. version-1
To Architectural Structures Cover Page To Page List Link to 2009 Lachine Canal Pictures To Crib-Sheet for exam to Pavilion links to lecture-list |
Facade detail showing tensile catenary arch. Archived links go here Assigment 2 fall 2011 Assignment-1-2011 outline of Assignment 1 outline of Assignment 2 you can email me at pieter.sijpkes@mcgill.ca for questions |