For the rigid frames shown in Figure, determine the displacements and rotations of the nodes, the element forces, and the reactions. The values of EA, and I to be used are listed next to each figure.

 

Transcribed Image Text:

3 m 10 kN 3 m 5 kN m 45° 10 kN E = 210 GPa A = 1 x 10²m² 1 = 2 x 10 m² 5 kN m 3 m 3 m 10 kN 3 m 5 kN m 45° 10 kN E = 210 GPa A = 1 x 10²m² 1 = 2 x 10 m² 5 kN m 3 m

Answer rating: 100% (QA)

Answer Step 1 Given The elastic modulus E 210 GPa The crossse... View the full answer