In a context of continuous innovation, using combined materials for the construction of new structures is a frequent phenomenon. However, it is common to think of mixed steel-concrete structures rather than mixed timber-concrete structures as, in the collective imagination, timber is considered the least durable material. This thesis aims to propose a correct structural and technological redesign of an existing residential building by combining materials such as timber and concrete followed by a comparison in economic terms between the existing reinforced concrete structure and the redesigned one.
Timber and Concrete Building
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Number of Nodes | 543 |
Number of Lines | 924 |
Number of Members | 121 |
Number of Surfaces | 266 |
Number of Load Cases | 10 |
Number of Load Combinations | 798 |
Number of Result Combinations | 6 |
Total Weight | 195.711 tons |
Dimensions (Metric) | 25.817 x 12.950 x 15.233 m |
Dimensions (Imperial) | 84.7 x 42.49 x 49.98 feet |
Program Version | 5.26.00 |