Deformation of Overlong Isolated Buildings Caused by Thermal and Concrete Shrinkage

<table class="table-group" id="tab4"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td align="left">Type of thermal design region</td><td align="center">Distance of postcast strips (m)</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td align="left">Cold area and severely cold area</td><td align="center">20</td></tr><tr><td align="left">Other areas</td><td align="center">30</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

Distance of postcast strips for isolated buildings.

Mathematical Problems in Engineering

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Table 4

Table 4: Deformation of Overlong Isolated Buildings Caused by Thermal and Concrete Shrinkage 