Using the slope deflection method calculate the support moment for the beam

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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a) Using the slope deflection method calculate the support moment for the beam and framenshown in Figures 1 and 2 respectively
b) For the beam calculate the support reactions; derive the expressions for the shear force and bending moment, and then plot to scale the shear force and bending moment diagrams.
c) For the frame calculate the horizontal and vertical forces at the external supports, as well as the propping force. Derive the expressions for the shear force and bending moment, and then
plot to scale the shear force and bending moment diagrams.

Using the slope deflection ethod calculate the support moment for the beam and frame
a)
shown in Figures 1 and 2 respectively
b)
and bending moment, and then plot to scale the shear force and bending moment diagrams.
For the beam calculate the support reactions; derive the expressions for the shear force
For the frame calculate the horizontal and vertical forces at the external supports, as well
c)
as the propping force. Derive the expressions for the shear force and bending moment, and then
plot to scale the shear force and bending moment diagrams.
30 kN
40 kN
k2 m
2.5 m
B
24 kN/m
C.
EI
EI
EI
6 m
4 m
5 m
FIGURE 1
20 kN
2 m
2 m
B
24 kN/m
EI
2EI
2EI
FIGURE 2
6 m
6 KN/m
Transcribed Image Text:Using the slope deflection ethod calculate the support moment for the beam and frame a) shown in Figures 1 and 2 respectively b) and bending moment, and then plot to scale the shear force and bending moment diagrams. For the beam calculate the support reactions; derive the expressions for the shear force For the frame calculate the horizontal and vertical forces at the external supports, as well c) as the propping force. Derive the expressions for the shear force and bending moment, and then plot to scale the shear force and bending moment diagrams. 30 kN 40 kN k2 m 2.5 m B 24 kN/m C. EI EI EI 6 m 4 m 5 m FIGURE 1 20 kN 2 m 2 m B 24 kN/m EI 2EI 2EI FIGURE 2 6 m 6 KN/m
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