member
number
AB AF BC BF CF CG CH CD DE DH EH FG GH
8 1 9 12 5 6 7 10 11 13 4 2 3
Strain(ยตฦ) Stress=๐ ๐ก๐๐๐๐ ร ๐๐๐๐ ๐ก๐๐ ๐๐๐๐ข๐๐ข๐ (N/mm^2) -396 83.16 -28 5.88 +206 43.26 -96 20.16 -69 14.49 -191 40.11 -152 31.92 1 0.21 7 1.47 -45 9.45 -369 77.49 244 51.24 -152 31.92 MEMBER FORCES FOR LOAD =0N
Force=stress*area(N) 2351.3 166.22 1222.96 569.92 409.63 1133.90 902.37 5.93 41.55 267.15 2190.6 1448.55 902.37