2000 4000 3000 b. 1 3 Determine beams displacements and knot force vector (F}^2. Use hexagonal...

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2000 4000 3000 b. 1 3 Determine beams displacements and knot force vector (F}^2. Use hexagonal bar elements. The cross section of the beams is rectangular, b=30 mm and h= 100 mm The magnitude of the distributed load is q = 0,05 kN/mm 000 2000 4000 3000 b. 1 3 Determine beams displacements and knot force vector (F}^2. Use hexagonal bar elements. The cross section of the beams is rectangular, b=30 mm and h= 100 mm The magnitude of the distributed load is q = 0,05 kN/mm 000

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