Problem 1: Determine the joint displacements, member end forces, and support reactions for the beam shown in the Figure using the matrix stiffness method. El = constant, E = 200 GPa, I = 400(106)mm* %3D -25 kN/m 90 kN 90 kN l lo om 18 kN/m 120 kN m 2 3. 3 4. - 5m--5m--5m- E15 m- 15 m -15 m
Problem 1: Determine the joint displacements, member end forces, and support reactions for the beam shown in the Figure using the matrix stiffness method. El = constant, E = 200 GPa, I = 400(106)mm* %3D -25 kN/m 90 kN 90 kN l lo om 18 kN/m 120 kN m 2 3. 3 4. - 5m--5m--5m- E15 m- 15 m -15 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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