Mpa And A 1 730 Mm 2 For Each Truss Member 10 Kn 10 Kn 1 5m Dm F B 1 5m 1 5m 1 5m 1 5m 1 (57.62 KiB) Viewed 35 times
Compute the vertical deflection at point B of the truss loaded
as shown. Use E = 200,000
MPa and A = 1,730 mm^2 for each truss member. use virtual
work method
MPa and A = 1,730 mm^2 for each truss member. 10 KN 10 KN 1.5m DM F B 1.5m 1.5m 1.5m 1.5m
Join a community of subject matter experts. Register for FREE to view solutions, replies, and use search function. Request answer by replying!