Table 4 Comparison of calculation results under different values of \({F_{\text{n}}}\).
From: Design and application of inclined tensioned steel cantilevered scaffolding
Variation of\({F_{\text{n}}}\)Â Â | \({M_{\text{y}}}\), maximum value (kN m) | \({V_{\text{z}}}\), maximum value (kN) | Shear force at fixed end (kN) | \({w_{\hbox{max} }}\)(mm) | \({F_{\text{pri}}}\)Â (kN) | \({F_{\text{pro}}}\)Â (kN) |
|---|---|---|---|---|---|---|
0.00 | 0.0754 | − 0.2024 | − 0.2024 | 0.0113 | 0.1364 | 0.2164 |
1.00 | 2.0380 | − 10.2134 | − 1.0956 | 0.9904 | 6.3918 | 15.9290 |
1.50 | 3.0515 | − 15.2834 | − 1.5422 | 1.4800 | 9.5195 | 23.7854 |
