(Solved): Calculate the tension in the connection plate connected to an IPE200 beam Steel grade: S355JR fcu: 3 ...

Calculate the tension member, compres

sion and bending with

\begin{tabular}{l|l} \hline Wind Speeds \& Loadings & \\ \hline Wind Speed & $28\mathrm{m}/\mathrm{s}$ \\ \hline Wind loading at $0^{?}$ & $39.20\mathrm{m}/\mathrm{s}$ \\ \hline Wind loading at $90^{?}$ & $41.94\mathrm{m}/\mathrm{s}$ \\ \hline Building altitude & $1276\mathrm{m}$ \\ \hline Services in roof & $5\mathrm{kg}/{\mathrm{m}}^2$ \\ \hline Insulation & $1\mathrm{kg}/{\mathrm{m}}^2$ \\ \hline Purlin loading & $3.38\mathrm{kN}$ \\ \hline Roof slope & $6.28^{?}$ \\ \hline Truss loading & $0.823\mathrm{kN}/{\mathrm{m}}^2\&$ \\ \hline Cladding rail loading & $0.923\mathrm{kN}/{\mathrm{m}}^2$ \\ \hline Imposed loading 1 & $2.42\mathrm{kN}$ \\ \hline Imposed loading 2 & $1.92\mathrm{kN}$ \\ \hline \end{tabular}