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

Structural Analysis
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Chapter2: Loads On Structures
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Problem 1: Determine the joint displacements, member end forces, and support
reactions for the beam shown in the Figure using the matrix stiffness method.
EI = constant, E = 200 GPa, I = 400(106)mm*
%3D
25 kN/m
90 kN 90 kN
lot
18 kN/m
120 kN m
3.
3
5m
5m
15 m-
15 m
15 m-
Transcribed Image Text:Problem 1: Determine the joint displacements, member end forces, and support reactions for the beam shown in the Figure using the matrix stiffness method. EI = constant, E = 200 GPa, I = 400(106)mm* %3D 25 kN/m 90 kN 90 kN lot 18 kN/m 120 kN m 3. 3 5m 5m 15 m- 15 m 15 m-
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