Rotation Stiffness Investigation of Spatial Joints with End-Plate Connection

<table class="table-group" id="tab10"><tr><td><table class="table"><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr class="thead"><td class="align_left">Criterion</td><td class="align_center">Value of effective tensile width</td></tr><tr><td class="thead-hr" colspan="2"><hr/></td></tr><tr><td class="align_left">mc(p − dm)/2</td><td class="align_center">beff,t2mc + dm</td></tr><tr><td class="align_left">mc(p − dm)/2</td><td class="align_center">beff,tmctan 45°+ (dm + p)/2</td></tr><tr class="table-tr"><td colspan="2"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Value of effective tensile width.</div>

Advances in Civil Engineering

tab10

Table 10

Table 10: Rotation Stiffness Investigation of Spatial Joints with End-Plate Connection 