Problem: Determine the resultant deflection at joint F due to different factors. Use the following table for your computation. Member A (mm) E (GPa) a (C) AB 2500 AF 2500 AT (C) -20 BC 2500 AL (mm) -0.515 0.235 BF 4000 BG 1000 30 CD 2500 0.125 CF 1000 45 200 1.2 x 10-5 CG 4000 CH 1000 -20 DE 2500 0.475 DH 4000 EH 2500 FG 2500 GH 2500 45 -0.305 -0.155 F H 5 kN T 3m |B 10 kN 10 10 kN 4 panels at 4 m = 16 m E