Determine the vertical displacement of joint 6 of the steel truss, shown in
Figure 2, using Work-Energy principles and imaginary unit load. The cross-
section area of each member is A= 200mm² and E=200GPa.
Not:
(a) Determine all required internal actions in the members using the pin-
joint method or the method of sections C
(b) You can use an Excel spreadsheet to calculate deflection once
member forces are calculated.
(c) Compare the deflection with Multiframe
Fig: 1