Apply the FEM to calculate the displacements and all the diagrams 4.00 kN/m 3.00 kN/m 10 KN- 20/50cm 20/60cm 3.0m > 20cm E = 2.0 × 10°MPA 3.00 kN/m Simple upport Fully fixed support 1.0m 4.0m 60 cm
Apply the FEM to calculate the displacements and all the diagrams 4.00 kN/m 3.00 kN/m 10 KN- 20/50cm 20/60cm 3.0m > 20cm E = 2.0 × 10°MPA 3.00 kN/m Simple upport Fully fixed support 1.0m 4.0m 60 cm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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