160 kN 15 kN/m 30 kN/m E A В D 3 m 3 m 3 m 6 m El = constant FIG. P16.11

Structural Analysis
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Chapter2: Loads On Structures
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Determine the reactions and draw the shear and bending moment diagram for beams shown in  figure 16.11  by using slope-deflection method.

160 kN
15 kN/m
30 kN/m
E
A
В
C
D
3 m
3 m
3 m
6 m
El = constant
FIG. P16.11
Transcribed Image Text:160 kN 15 kN/m 30 kN/m E A В C D 3 m 3 m 3 m 6 m El = constant FIG. P16.11
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