4.15 Compute the displacements, reactions, and internal forces for the system shown. E = 200,000 MPa. 4 m 40 kN -4 m -8m d b I =50x105 mm² A = 4×10³ mm² Problem 4.15 5 m [I =200 × 10 mm² =6×10³ m²
4.15 Compute the displacements, reactions, and internal forces for the system shown. E = 200,000 MPa. 4 m 40 kN -4 m -8m d b I =50x105 mm² A = 4×10³ mm² Problem 4.15 5 m [I =200 × 10 mm² =6×10³ m²
Chapter2: Loads On Structures
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