One L$666\frac{1}{2}$ is selected for a truss member to develop the loads of $P_D=65$ kips, $P_L=80$ kips.

One leg of the angle is going to be connected with side and end welds to a gusset plate behind.

Balance the fillet welds around the center of

gravity of the angle. Determine weld lengths if E$70$

electrodes and $\frac{?}{\text{b}\text{a}\text{r}}(1{)}_{16}$ inch weld size are used.

Conservatively, use only Equation J$2-10$a to

calculate the total $R_h$ for the strength of side and end $($transverse$)$ welds.