Rotation Stiffness Investigation of Spatial Joints with End-Plate Connection

<table class="table-group" id="tab1"><tr><td><table class="table"><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr class="thead"><td class="align_left">Specimen label</td><td class="align_center">Column dimension (mm)</td><td class="align_center">Beam dimension (mm)</td><td class="align_center">End-plate dimension (mm)</td><td class="align_center">Bolt diameter (mm)</td></tr><tr><td class="thead-hr" colspan="5"><hr/></td></tr><tr><td class="align_left">MZ-1</td><td class="align_center">H244 × 175 × 7 × 11</td><td class="align_center">H194 × 150 × 6 × 9</td><td class="align_center">344 × 150 × 16</td><td class="align_center">20 mm</td></tr><tr><td class="align_left">MZ-2</td><td class="align_center">H244 × 175 × 7 × 11</td><td class="align_center">H194 × 150 × 6 × 9</td><td class="align_center">194 × 150 × 16</td><td class="align_center">20 mm</td></tr><tr class="table-tr"><td colspan="5"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Geometric properties of the specimens.</div>

Advances in Civil Engineering

tab1

Table 1

Table 1: Rotation Stiffness Investigation of Spatial Joints with End-Plate Connection 