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See table 1 to get the values for P1,P2 in KN, C in mm and e1,e2 in mm. An eccentrically loaded lap riveted joint is to be designed for a steel bracket as shown in Fig. 3. The bracket plate is 15 mm thick. All rivets are to be of the same size. Load on the bracket, P1,P2 in kN; rivet spacing. C in mm; load arm, e in mm. Permissible shear stress is 70MPa and crushing stress is 20MPa . Determine the size of the rivets to be used for the joint. Use Matlab to confirm your calculations. \begin{tabular}{|c|c|c|c|c|c|} \hlineP1 & P2 & C & el & e & Q \\ \hline \begin{tabular}{c} in \\ KN \end{tabular} & \begin{tabular}{c} in \\ KN \end{tabular} & \begin{tabular}{c} in \\ mm \end{tabular} & \begin{tabular}{c} in \\ mm \end{tabular} & \begin{tabular}{c} in \\ mm \end{tabular} & \begin{tabular}{c} in \\ Ton \end{tabular} \\ \hline 35 & 20 & 110 & 500 & 400 & 1.25 \\ \hline 40 & 6 & & & & \\ \hline \end{tabular} See table 1 to get the values for P1,P2 in KN, C in mm and e1,e2 in mm. An eccentrically loaded lap riveted joint is to be designed for a steel bracket as shown in Fig. 3. The bracket plate is 15 mm thick. All rivets are to be of the same size. Load on the bracket, P1,P2 in kN; rivet spacing. C in mm; load arm, e in mm. Permissible shear stress is 70MPa and crushing stress is 20MPa . Determine the size of the rivets to be used for the joint. Use Matlab to confirm your calculations. \begin{tabular}{|c|c|c|c|c|c|} \hlineP1 & P2 & C & el & e & Q \\ \hline \begin{tabular}{c} in \\ KN \end{tabular} & \begin{tabular}{c} in \\ KN \end{tabular} & \begin{tabular}{c} in \\ mm \end{tabular} & \begin{tabular}{c} in \\ mm \end{tabular} & \begin{tabular}{c} in \\ mm \end{tabular} & \begin{tabular}{c} in \\ Ton \end{tabular} \\ \hline 35 & 20 & 110 & 500 & 400 & 1.25 \\ \hline 40 & 6 & & & & \\ \hline \end{tabular}