Rothoblaas - Plates and Connectors Page 170
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TIMBER BUILDINGS HORIZONTAL LOADS During the design phase of a building its reaction to horizontal and vertical actions such as, wind and/or earthquakes must be considered . Horizontal actions can be schematised as loads acting on the floor levels . To guarantee the adequate seismic performance of timber buildings and avoid all the possible failure modes, it is fundamental to design all the connection systems correctly . LOAD PATTERN STANDARD APPROACH INNOVATIVE APPROACHES Horizontal loads acting at the floor level introduce shear and tension forces on the structural elements of the building; these forces must be absorbed by an effective connection system . A complete range of joints for walls and buildings also allows for innovative design approaches . THE RIGHT SOLUTION FOR EVERY JOINT The same structural problem can be solved using different alternative connection systems . THREE-DIMENSIONAL ANGLE BRACKETS CONCEALED JOINTS DISTRIBUTED JOINTS WHT/TITAN PLATE T TIMBER TITAN X-RAD VGZ/HBS WHT/TITAN PLATE C CONCRETE WHT/TITAN X-RAD ALU START BASE JOINT INTERMEDIATE FLOOR JOINT TWO-DIMENSIONAL PLATES 170 | TIMBER BUILDINGS | PANELS AND BUILDING JOINTS
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