For the beams shown in Figures P4-21 through P4-26, determine the nodal displacements and slopes, the forces

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For the beams shown in Figures P4-21 through P4-26, determine the nodal displacements and slopes, the forces in each element, and the reactions.

Figure P4-21

4 kN/m E = 70 GPa 1 = 3 x 10- m 4 m 4 m

Figure P4-22

10 kN/m 10 kN/m E = 210 GPa I = 4 x 10-4 m - 6 m 6 m k = 1000 kN/m 4

Figure P4-23

Figure P4-24

Figure P4-25

Figure P4-26

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