Answer to Question #307392 in Mechanics | Relativity for Akshay

Question

A tie member of length 3.0 m between the intersection carries ultimate axial tension of 325 kN. The end connection is to be made using M20 bolts of product Grade C and property class 4.6. The grade of steel is E250. Design a pair of equal angle section placed on each side of gusset plate. Draw schematic diagram showing Plan and Section

Answer 1

$T_1=T_2=\frac T{2+1}=\frac T3=108 .3~N,$

$l_1=l_2=\frac l{2+1}=\frac l3=1.0~m.$