Identify problem degrees of freedom and use Slope-Deflection equations to solve for displacements and also find the moments at A, B, C, and D. Assume that E/= 300 kN-m². Finally draw the shear and moment diagrams for the beam. Note that the support at B settles 0.15 m due to loading. m A k 6 kN/m 5m 6 kN/m B 0.15 m 7m 12 kN m f 2 m 3 m D
Identify problem degrees of freedom and use Slope-Deflection equations to solve for displacements and also find the moments at A, B, C, and D. Assume that E/= 300 kN-m². Finally draw the shear and moment diagrams for the beam. Note that the support at B settles 0.15 m due to loading. m A k 6 kN/m 5m 6 kN/m B 0.15 m 7m 12 kN m f 2 m 3 m D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q1
Identify problem degrees of freedom and use Slope-Deflection equations to solve for
displacements and also find the moments at A, B, C, and D. Assume that E/= 300 kN-m².
Finally draw the shear and moment diagrams for the beam.
Note that the support at B settles 0.15 m due to loading.
6 kN/m
miimm
B
A
k
5 m
6 kN/m
0.15 m
7m
12 kN
+
2 m
3 m
D
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