Week 8 Challenge

2) AIM :

PROCEDURE :

a) Maximum Moment in the Secondary beam for 1.5DL+1.5LL case

Maximum bending moment is 53 KN at secondary beam 95.

b) Maximum Axial force on the inclined bracing and identify the member having the maximum force for 1.5DL+1.5LL case

Bracing Number = 881

Maximum axial force = 196 KN

c) Bottom chord of Truss having Maximum shear Force & Maximum moment for 1.5DL+1.5LL case and present the values.

Maximum shear is 7.667 KN at beam no 955

Maximum moment is 15.115 KNm at beam no 116