Table 5 Comparison of calculation results for building structure configuration contraction scenarios.
From: Design and application of inclined tensioned steel cantilevered scaffolding
\({{{l_0}} \mathord{\left/ {\vphantom {{{l_0}} h}} \right. \kern-0pt} h}\) | \({M_{\text{y}}}\), maximum value (kN m) | \({V_{\text{z}}}\), maximum value (kN) | Shear force at fixed end (kN) | \({w_{\hbox{max} }}\) (mm) | \({F_{\text{pri}}}\), (kN) | \({F_{\text{pro}}}\), (kN) |
|---|---|---|---|---|---|---|
0.00 | 2.0380 | − 10.2134 | − 1.0956 | 0.9904 | 6.3918 | 15.9290 |
0.20 | 2.0380 | − 10.2134 | − 1.1445 | 1.0743 | 6.9398 | 17.3638 |
0.40 | 2.0380 | − 10.2134 | − 1.2332 | 1.1715 | 7.6077 | 19.0395 |
0.60 | 2.1282 | − 10.2134 | − 1.3502 | 1.2781 | 8.3605 | 20.8850 |
