Consider the drawing Figure $2$ and Figure $3$ shown below. The drawing in Fig. $2$ shows a tension

element with a bolted connection to a $25mm$ thick gusset plate. The gusset plate is welded to

an end plate with E$70$XX welding electrodes. Assume a fix connection at the bottom of the

columns to the ground and at the connection of roof truss to the columns. Use the information

above and answer the following:

$2\mathrm{.}1.$ Determine the tensile capacity of the angles. Only consider the dominant load

combination.

$2\mathrm{.}2.$ Determine if the connection can resist the tensile force due to the loads applied by a

combination of imposed loads, permanent loads and wind loads that were calculated in

project $1.$

$2\mathrm{.}3.$ Determine the tensile capacity of the gusset plate.

Figure $2.$ Building section in project $($Part$-1).$

Figure $3.$ Double angle connection. Ag for one angle is $2570m{m}^2.$