Desing steel Structure

 

Determine the number of bolts required to develop the full capacity of the double angle

tension member shown in the figure. Use double row of bolts. (Solve case 1)

 

 

Transcribed Image Text:

% Bolt gusset plate Dead Live Angle diame- Type Case load load steel ter (in.) connection 2-18 6 1/ 10 90 A572 Gr 50 3/4 A325-X 234 15 85 A572 Gr 50 3/4 A325-SC T- 30 70 A572 Gr 50 7/8 A325-N 40 60 A572 Gr 50 7/8 A325-SC % Bolt gusset plate Dead Live Angle diame- Type Case load load steel ter (in.) connection 2-18 6 1/ 10 90 A572 Gr 50 3/4 A325-X 234 15 85 A572 Gr 50 3/4 A325-SC T- 30 70 A572 Gr 50 7/8 A325-N 40 60 A572 Gr 50 7/8 A325-SC