Thermal Behaviour of Beams with Slant End-Plate Connection Subjected to Nonsymmetric Gravity Load

<table>Relation between axial force in the beam with slope of slant connection (<svg height="12.4375" id="M127" style="vertical-align:-0.1638pt" version="1.1" viewbox="0 0 8.5874996 12.4375" width="8.5874996" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg>°) due to nonsymmetric gravity load and elevated temperature (friction factor, <svg height="12.9125" id="M128" style="vertical-align:-4.15506pt" version="1.1" viewbox="0 0 14.6375 12.9125" width="14.6375" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg>°C.</table>

The Scientific World Journal

fig19

Figure 19

Figure 19: Thermal Behaviour of Beams with Slant End-Plate Connection Subjected to Nonsymmetric Gravity Load 