In case of tension member consisting of two angles back to back of same side of gusset plate, and members are tack riveted. what is K equal to?
Where, A1 – Area of connected leg
A2 – Area of outstanding leg1
\(\frac{{3A}}{{\left( {3{A_1} + {A_2}} \right)}}\)
2
\(\frac{{3{A_1}}}{{\left( {{A_1} + 3{A_2}} \right)}}\)
3
\(\frac{{5A}}{{{A_1} + 5{A_2}}}\)
4
\(\frac{{5{A_1}}}{{\left( {5{A_1} + {A_2}} \right)}}\)
5
Question Not Attempted